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HomeMy WebLinkAbout2010 Old Lake Mary Rd (a)1 PROJECT TEAM . . ..... ....... . WNER Uncle Bob s Self Storage 6467 -Main Street TEL: 716-650-6008 Buffalo, NY 14221 'AX: 716-630-5162 f C tact:Ric hard Pasternak ARCHITECTURAL STINARD ARCHITECTURE, INC. 322 East Main Street TEL: 770-425-7400 Cart(-m,sville, GA. 30120 FAX: 770-425-7444 Architect of Record: Scott SLinard, AIA Florida Registration: AR0016999 STRUCTURAL -FOUNDATION WILLETT ENGINEERING CO. 3.528 Habershain at Northlake TEL: 678-205-1948 Tucker, Ga 30084 FAX: 678-205-5126 Ellgine�er of Record: Johi.1 k1cconnell Willett Florida RegistvaLion: 34146 MECHANICAL, ELECTRICAL AND PLUMBING MARSHALL & BOLLWERK ENGINEERING TEL: 678-795-0330 X3,50 North Point Pkwy :,5.L;t,ite,*2375 FAX, 678-795-0063 �.Alpharetta, GA'30005 Electrical En gineer: J. Michael Jones P.E. FIbrida Registration: 491582 I. Mechanical & PIUMbilig A.C. Marshall Jr. P.E. Engineer: Florida Registration: 211.01 No. Facility 139 2010 -Old Lake Mary Road Sanf ord, Florida 32771 CODE SUMMARY 2010 FLORIDA BUILDING CODE : . .. . .... ........... CODE TION ......... . ------ The Building described in these plans shall be constructed in cornpliance with the following codes: Coinbined S-1 Fire Areas < 24,000 sf (903.2.8.3) Fire Alai -tit System No (907.2) Building HCighL 2010 Florida building Code- Building 20:10 Flordia Building Code- Plumbing 2010 Florida Building Code,- Mechanical 2010 Florida Building Code- Fuel Code 2010 Florida Building z' Code- Energy Exterior Wall Openings NFPA ' I. Uniform fire Code, Florida 2010 Edition NFPA 101 Life Safety Code, Florida 2010 Edition CODE SUMMARY 2010 FLORIDA BUILDING CODE Occupancy Classification Group S-1, Moderate Hazard Storage (311.2) Type of ConsLi-t.teLion TYPE 11 B (Table GOI) Yes (903.2.8) Single S-1 F'ire Area < 1.2,000 sf (903.).8.1) Coinbined S-1 Fire Areas < 24,000 sf (903.2.8.3) Fire Alai -tit System No (907.2) Building HCighL .1 Story / 13'-6" above average C) finished grade Allowable Height: 3 SLories//"7)5, (Table 503) + I Story/20' (sprinkler increase 504.12) = 4 Stori es/75' Mezzanine: No Building Area Total Area 1.8,150 sf Allowable Area per Floor: 17,500 sf_(Table 503) + 13,1215 sf "(506.2 0 r-4 75% frontage increase) + 35,000 sf (506.3 200% sprinkler increase) 65,625 sf/story Fire Resistance Rating. Exterior Walls 0 Ilour for > 10' Fire Separation Distance (Table 602) Exterior Wall Openings Unlimited Unprotected for > 10' Fire Separation Distance (Table 704.8 note g) ?_n Fire Barrier -- Fire Area 3 11OUr (Table 706.3.7) Corridor Walls 0 flot.ir for < 30 Occupants sei-ved (Table 1016.1) Opening Protection:, 3 I -Ir li'ire Barrier 3 110-ur Door, (Table 715.3) OCCUpalit Load I occt.1pant per 500 sf (Table 1004.1.2 Warehouse) Floor Total 36 OCCUpant.S (18,1.50 sf/500 sf) Egress Capacity . ...... ........ Doors 0.2 x 1.3 --- 3" Width (Table 1005.1) 32 )) Clear Min width (1008.1.11) Corridors 0.2 x 18 __ 4" Width (Table 1005.1) 44" Min WidLh (1O16.2) Egress Arrangen:mcnL Number of Exits Min 2 Exits/Story (Table 1018.1) Travel Distance 200' Max (Table 1015.1) Cornmon Path of Travel 75' Max (1013.3.1) Dead End Corridor's 20' Max (1016.3) 1 FIRE EXTINGUISHER LOCATIONS PER LOCAL CODES AND FIRE MARSHAL'S R'EQUIREMENrl'S. THE SIZE SHALL BE A MINIMUM OF 2A IODC AND SHALL BE INSTALLED AT MAXIMUM OF 48 ABOVE FINISHED FLOOR TO THE TOP OF THE HANDLE, PROVIDE A MINIMUM OF I FIRE- EXTINGUISHER FOR EVERY 3,000 SQUARE FEET LOCATED WITHIN A MAXIMUM 75 FOOT TRAVEL DISTANCE. REVIEW NUMBER AND LOCATION OF FIRE EXTINGUISHERS WITH FIRE MARSHAL PRIOR TO INSTALLATION, AND MAKE ADJUSTMENTS IF NECESSARY. 2. METAL BUILDING MANUFACTURER TO SIZE AND LOCATE GUTTERS AND DOWNSPOUTS. DOWNSPOUT LOCATIONS ARE FOR REFERENCE ONLY. INSTALL FLASHING AND COUNTER FLASHING AT ALL ROOF PENETRATIONS PER METAL BUILDING MANUFACTURER'S STANDARD DETAILS. 3. THE METAL BUILDING MANUFACTURER IS f?ESPONSIBLE FOR TINE DESIGN OF' THE STRUC7 URAL SUPPORT OF THE WALLS AND ROOF SYSTEM PER FLORIDA BUILDING CODE. THE DRAWINGS SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA.. 4. PROVIDE 14 ULLY, ACCESSIBLE MAIN ENTRANCES, ACCESSIBLE ROUTES, AND SIGNAGE PER FLORDIA BUILDING CODE CHAPTER 11. 5. PROVIDE ACCESSIBLE STORAGE UNITS PER 2010 FLORDIA BUILDING CODE SE Cr I`ION 1108.3. 6. ALL FIRE RATED WALL AND FLOOR PENETRATIONS MUST COMPLY WITH. ASTM -814.. PROVIDE CONDUIT FOR OWNER'S SOUND' SYSTEM. COORDINATE REQUIREMENTS W/ OWNER. 7. G.0 TO PROVIDE HANDICAP ACCESS STORAGE UNITS PER 2007 FLORIDA BUILDING CODE. 8. THE OWNER IS RESPONSIBLE FOR PROVIDING AN APPROVED INSPECTION AND TESTING rING AGENCY IN THE STATE OF FLORIDA TO PROVIDE ALL INSPECTIONS AND FURNISH REPORTS FOR THIS PROJECT PER 20.10 FLORIDA BUILDING CODE SECTION 1704: 9, G.0 TO PROVIDE TO THE AR CHIr t'ECT FOR REVIEW, THE MANUFACTOR'S NOTICE OF ACCEPTANCE (NOA) FOR .SWING DOORS AND WINDOWS PER, DUVAL COUNTY PRODUCT CONTROL DIVISION REQUIREMENTS. VICINITY MAP LOCATION MAP D R AW I N G"S _---__.._ _. _ _____ ___ __._-_._.__.. _. _-__.______ - CIVIL SEE CIVIL DRAWINGS PREPARED BY B&S ENGINEERING ARCHITECTURAL AO. I COVER SHEET AI.0 SITE PLAN At. I FLOOR PLAN A2.1 ROOF PLAN A4, I ELEVATIONS A J, I WALL SECTIONS A7,1 DOOR AND WINDOW SCHEDULE STRUCTURAL S1.1 FOUNDATION PLAN S2.1 SECTIONS & DETAILS MECHANICAL MO. I MECHANICAL SCHEDULES, LEGENDS AND NOTES M1.1 MECHANICAL FLOOR PLAN M2.1 MECHANICAL SCHEDULES PLUMBING PO.1 PLUMBING SCHED11"LES, LEGENDS AND DETAILS PI.I. PLUMBING RISERS P2.1 PLUMBING DETAILS ELECTRICAL E1.1 ELECTRICAL LEGE 'NDS & NOTES E2.1 ELECTRICAL LIGHTING PLAN E3.1 ELECTRICAL SCHEDULES ShNFORD BUILDING DIVISION E REVIEWED AND CON131TIONALLY THESE PLANS ARE pE�MIT SHALL BE ACCEPTED FOR PERMIT' A ISSUE13 WORK DEEMED PERMISSION 10 FROCEED VIIT"IHE As AUTHORITY -f 0 VIOLATE, CANCEL, ALTER AND NOT THE PROVISIONS Of THE TECHNICAL OR SET ASIDE ANY Of. �S, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE COD AFTER CONSTRUCTION RING ABUILDING DIVISION FROM 1HEVIE CORRECTION OF ERRORS ON THE PLANS OR OTHER VIOLATIONS Of THE CODE' ............ ........... . ..... S "HEDU` ISSUE" 6-12-12 ISSUED FOR PERMIT CONSTRUCTION Ld LIJ t,j 0 'j V' Uj V) LU Ll LW _j LU J LLL V� LL, Lj E IL (L C) LU L U F-- < 11 C, L" ( 'C's Ilii __ �D= �) C2: 0CJ LL _ , W U) _ t= - U LIJ W'U CD Er 08- L C2 D U) LIJ LL 0 It a- U (W) LU LLj LU Ly- Z tj W cof rz W Lu C5 (j. U Loij LU LLJ IIJ LU -z U0_ qz_) (E w 0� ct Lj_ Lam~ 2:: 0 0 LU 0 fY < CJ3 < C,- (j) U) GtUzca JCS REVISIONS PROJE,C,TNUN/IBEI� 2U 11.20 DATE 4_1--15 _1-13 _ttz W C) 1-4 0 r-4 w-04 0 J4 Ci (-A �D REVISIONS PROJE,C,TNUN/IBEI� 2U 11.20 DATE 4_1--15 _1-13 _ttz W r GITE FLAN A1,0 SCALE- 1/16"-1'-0" W W Lu ~O W Q i- cn EDD U V) L'i Lu Z c W W :Z i5 W JUI-U J U 2 =�~ 0LL<LU Q p(3) ZI-G- W UQ U a Z G O O W W U 0 ZF Q �Oz~�tZ-LLU QUQ�Z� 9 p W - W LILLJ JWQW LU C�QE`( tU0 Lij � W�—O�h V)OLL-01-- QOW�W WC>U JQ�<W W0U W Z LW () W.OI= 0 a-=-0Lu z W ff � Ocy- I—I—<im<I(L WF—W W fz)UZmUO f _ P r i; v 7 REVISIONS PROJECT NUMBER 201120 DATE 4-I-13 rIIi— — — — — — — — — — — — — — — — — — — — — - — — — — — — - FUTURE EXFAN510N I I I I I L------------------------=------- HVA ifrillii= F>=00FP, FLAN UNU MM, T"ULADON C�5x10 O5x10 OD. COSxID CSxl�MECN x1 0 65�.xJ10 65x15 C5x15 65x15 C5x15 65x15 C5x15 G5xl5 C5x15 C5x15 65x15 65x15 65x15 65x15 65x15 65x15 F>=00FP, FLAN UNU MM, T"ULADON tow UNCLE 505'5 SELF STORAGE NO, 139 SANFO1zD, FL -. ® FIRST FLOOR GROSS SF 5x10 5XI5 IOx1O 1Ox15 10x20 10x25 10x30 UNITS UNITS j 34 23 30 21 10 3 2 129 TOTAL UNITS 5F o cd 50 -15 100 150 200 2 50 300 TOTAL SF 18,150 1,150 1,725 3,000 4,050 2,000 150 000 13,015 NET RENTAE3LE io UNITS 10% 23% 21% 9% 2% 2% 11% EFFIGIENG�' 100 AVE 5P/UNIT "i 'iJf id J � 1 t Lu w z Lu ~o w F- i- F -- (Y— - Q J }(/) � mUV) <t LUJ U LwL- < LLJ Lu W LLJLl ~0UW0 W �ffLLL Lwl~DOW�ff�FW LL11U�0 U>�G00 W Zln GCnLj� E W O Z W W mF C�Z_O 0OZr Sz fnQUL 00 c� oLU -w�� ZFL_. EL F—<1< i z 7) u— Lu DL �C)O�O <f W F—GF— U) Lu LF AUC/) 0U� �OUOC-5U ci0WEW �J�-<IW W� U W2W S < �Y)m0z�0 V) 3; Lu W U Z U w u i w L W S Z :L I LY W LY fY a S D- '- O O W O LY F -I- =L La 0-V)F-U)Cf) 0 citUC) REVISIONS PROJECT NUMBER 201120 DA'FE -I-13 tow ® T- Aft 1-4 j 4-4 r--4 n o cd 0 REVISIONS PROJECT NUMBER 201120 DA'FE -I-13 — — — — — — — — — — — — — — — — — — — — — — — — — — — - II I I I I I I I FUTURE EXPANSION I I I I I I I I I I I I I I I I I .. I I I PREFIN NTL EDGE TI BY 1„15M (COLOR PELICAN TAN) I I I I I L------ F ME3M I Q PREFIN GUTTER 3 I'IC51'I (C..VLVK r>=.�.IC..f-\IV TAN) FCOF FLAN SCALE: F.JuWllqz:)rVU I k) 1 MBM(COLOR PELICAN TAN) PREFIN MTL COPING 5Y MBM (COLOR PELICAN TAN) PREFIN NTL COPING f3Y MBM (COLOR PELIGAN TAN) GUTTE'lR5 AND DOWNSPOUT5 5POWN FOR DIAGRAMATIC PURP05E5 ONLY - LOCATION AND 51ZE 5Y NTL BLDG MFG W W S W ~O W fs F Z -J W 2 0~W U0U) I-ZI -oI� <L - U< U W 4' �.GO�WD W �cra-lE J G O W ui J�Ujui L O Zr W T z Q Z o d 0 Zi UJ WpJf I-- JQ�W Z 7ELIZ)D- LL-0OW {-WOLLOF- <tJUOUO�LL Qz1'Q�Ucn D O W� W W U U J P O W W D O (n0 -T W =<LL�mOZCh F -I -L W WU�UW W W� W WZf—W LQ ==fy W CK0'0-ic OOW OE)� f- F-Qco<W coF- coV)DUZLOUO 1 REVISIONS PROJECT NUMBER 201120 DATE REVISIONS PROJECT NUMBER 201120 DATE it i PREFIN NTL CANOPY STUCCO (COLOR AND SUPPORTS BY MONASTERY BROWN) BLU (UNCLE BOB'S BLUE) 5 __ STUCCO ( COLOR A4.1 AMARILLO WHITE) ----_-----------------------------� — —— —_ Uncle Bob's, FUTURE EXPANSION. / / �Y self Stor g �d —D PREFIN SLIDING DOOR STOREFRONT 5Y5 UJ/ INSUL — ECORATIVE LIGHT 51GNAGE BY OWNER FIXTURE-SEE ELECT SEE ELECT GLAZING (COLOR MED BRONZE) STANLEY DURA -GLIDE 2000 OR EQUAL SCALE: I/a"=1'-0" WALLPACK LIGHT r»rrll.l i'I ITTr C) x OOCI-II.IIGI Icr'l GT nl.ln ll.1/'_ =>hL"7 /1 =cT QCY/-l}.II-1 PREFINISHED STANDING SEAM ROOFING SYSTEM BY MBM (COLOR PELICAN TAN) PREFIN GUTTER $ DOWNSPOUT BY MBM (COLOR PELICAN TAN) PREFINISHED MTL WALL PANEL SYSTEM BY MBM (COLOR PELICAN TAN) WALLPACK LIGHT FIXTURE AT 20'-0" FROM BLDG CORNER-5EE ELECT J' - a II L/EAVE SIGNAGE BY OWNER SEE ELECT ff (COLOR PELICAN TAN) 2 UJ 5T ELEVATION BLACK OUT BEHIND �' ALUM STOREFRONT PREFIN MTL EDGE TRIM GLAZING AT STORAGE A4.1 W/ INSUL GLAZING STUCCO ACCENT LIGHT FIXTURE UNITS COLOR MED BRONZE) BY MBM (COLOR WALLPACK DECORATIVE LIGHT SQUARE SEE ELECT SLOPELIGHT URE PELICAN TAN) FIXTURE -SEE ELECT (UNCLE BOB BLUE) SLOPE 3":10' SEE �- ELECT �3":10, r...... - - - - - - - - •::::::;•�: .�;: .. ........ ... ... •.....:..... p I all }; J CJ r- / AV L E E Un c : . .............................................. Bob's ........ ...; .... PREFIN GUTTER 4 Self �� �� ���� DOWNSPOUT BY MBM ,s,l o rage (COLOR PELICAN TAN) PREFINISHED MTL WALL — STUCCO (COLOR STUCCO (COLOR FEFR60NNEL DOOR 4 FRAME PANEL SYSTEM BY MBM MONASTERY BROWN) AMARILLO WHITE) (COLOR PELICAN TAN) (COLOR PELICAN TAN) WALLPACK LIGHT FIXTURE AT 20'-0" FROM BLDG CORNER -SEE ELECT PERSONNEL DOOR d FRAME (COLOR PELICAN TAN) 10'-4° B A C C4� I 2 HI -LO C I u F-) F < D 1 SCALE: PREFIN MTL EDGE TRIM BY MBM (COLOR —, PREFINISHED MTL WALL M PANEL SYSTEM BY B - I I r I I � (COLOR PELICAN TAN) 4 ���,# I i�t ELEVATION �l A4.1 SCALE: 1/8"=1'-O" QI-QII L/EJAVE PREFIN GUTTER & DOWNSPOUT BY MBM (COLOR PELICAN TAN) Q 2x4 ACOU5T. CLG TILE i W/ 5U5PEND. TRACK SYS / m MSN PAINTED WALL FAINTED WALLQ_ � 7 ENS AGED TOILET FLAN A4,1 SCALE: 1/4" = I' -0" WOMEN I � PIPE SCREEN ZRUBBER I RUBBER PER ADA BASE 5A5E A ELEVATION ELEVATION SCALE: iia11_l'-0" A3.1 SCALE: Hall=l'-0" PAINTED O5 2x4 ACOUST. EMER WALL LIGHT FIXTURE -SEE -- ELECT �� a TOILET RCS a - A4.1 VCALE: 1/4"=11-011 , -- _4 ' (4) PAINTED MARK WALL SPECIFICATION 0 Q BOBRICK 5-42aa - Q POBRICK 8-210 0 I-1/2". DIA x 36" GRAB BAR BOBRICK 15-5aOrox36" 0/ 1-1/2" DIA x 42" GRAB BAR _S X � m RUBBER PIPE SCREEN PIPE SCREEN RUBBER BASE PER ADA PER ADA BASE E L E V/4T I ON AT C ELEVATION D FELFEVATION EIN<INOININ SCALE: x.411=II- SCALE: 1/4"=1'-0" SrALE:' NTS 5 ENLARC;ED ELEVATION SCALE: 1/4"=l' -O" ENI=A Gil-) FLEVATION SCALE: 1/4"=l'-011 CJ TOILET ACCES50F,1 ' 5CNEl-)ULE MARK DESCRIPTION SPECIFICATION 0 TOILET PAPER DISPENSER BOBRICK 5-42aa SANITARY NAPKIN DISPOSAL POBRICK 8-210 0 I-1/2". DIA x 36" GRAB BAR BOBRICK 15-5aOrox36" 0/ 1-1/2" DIA x 42" GRAB BAR BOBRIGK 153-5a06x42" 0 24"x3ro" MIRROR 1/4" POLISHED GLASS MIRROR © PAPER TOWEL D15PEN5ER SURFACE MOUNTED POURICK 5-2620 NOTE: PROVIDE -FIRE RETARDANT TREATED WOOD BLOCKING IN WALLS FOR ATTACHMENT OF TOILET ACCESSORIES Lu w W O LEE LZ `Z J ('o LY Q W W _j Lu-zi C7 S=I—~DOLL.LL `Z LJ Q �GGOrLJ�< � G~ WUSO �V)Z� LL, UZ�wwo]I—C]LO V O U W f-ZLL� ISL! -UGC LILU 01 LU< I��tGUU C�Yw_ cc,)UGl��li UIL r�gw�wLLU� Lu twwDL v °�-L�:ca- �qw�-ov Y' w LLJ U U LIJ s=cEYwa�Q_MD aowa� F -I < M<LLWF- U)MUZWUO la REVISIONS PROJECT NUMBER 201120 DATE 4-1-I5 t sw la REVISIONS PROJECT NUMBER 201120 DATE 4-1-I5 METAL LINER PANEL 0" MTL STUD BY VINYL FACED 4" MTL STUD CU/ BY MTL BLDG MFG - MTL BLDG MFG BATT IN5UL PREFIN MTL WALL CR -13) PANEL BY MBM Al ct� -=1cv SEALANT OVER ROD UJRB OVER 5/8" EXT STUCCO CORNER BEAD PREFIN SLIDING GRADE SHEATHG DOOR 5Y5 Il_ 511 511 - 111 2'-1/y�111 511 111 8 2' 91i V 8 K/2 8 __ f- S 101, 31_011 / 31-011 3 A5.1 UJAL L eE CT ION A�.I SCALE: 3/4"=1'-r0" PREFINI5HED METAL COPING UJ/ CONT CLEATS SLOPE ICE AND COATER SHIELD COPING FOR POSITIVE SELF -ADHERED MEMBRANE DRAINAGE BY MTL. BLDG. ROOFING UNDERLAYMENT AT MFG. COPING 411 MTL STUD SEE 2x PT WOOD NAILER CU/ MTL BLDG MFG 5/a" EXT GRADE SHEATHING STUCCO CASING /m 13'-(o" _ 5/a" EXT GRADE �T/STUD = lC SHEATHING- LAP PREFIN. METAL WALL STUCCO PANEL WHERE VERT DIM CORNER 15 all OR MORE BEAD r 4111411 GALV METAL STANDING SEAM ROOFING SYSTEM WRP OVER 3/4" 3 5/allUJ/ THERMAL BLOCKS, EXT GRADE .SHEATHG — VINYL FADED BATT IN5UL (R-19) BY MTL 1/0" STUCCO OVER �' BLDG MFG LATH (COLOR AMARILLO WHITE) VARIE5r® STUCCO OVER LATH (COLOR SEALANT OVER ROD PREFIN WRB OVER 5/0" EXT STOREFRONT - --_- ROOFING UNDERLAYMENT AT GRADE SHEATHG SYSTEM ROOFING 5Y5TEM UJ/ THERMAL u ------ r --fi--------------- r--------s LINE OF OVERHANG BLOCKS, VINYL FACED BATT s ------- PREFINISHED METAL COPING ABOVE PT WOOD NAILER COPING FOR POSITIVE - 5/a" EXT GRADE SHEATHING- DRAINAGE BY MTL, BLDG, rl MFG. AS REQ'D METAL LINER PANEL a" OR MORE PREFIN METAL. PANEL BY MTL BLDG MFG PREFIN METAL PANEL 1 j OVER 4" METAL STUDS GALV METAL STANDING SEAM OVER 4" METAL 5TUD5 ROOFING SYSTEM W1 THERMAL BLOCKS, VINYL FACED BATT BY MTL BLDG MFG AND INSUL (R-19) BY MTL BLDG MFG BY MTL BLDG MFG AND VINYL FACED BATT 1 !ARIES 1IW INSUL (R-13� r\ BEAD _ i1! MTL STUD BY MTL BLDG MFG •sir A5.1 VINYL FACED / 11.01 ,. - BATT INSUL (R-13) iv cn METAL LINER PANEL \ i BY MTL BLDG MFG —� -V Ill � tillc0 1 PAINTED PAINTED PAINTED MTL PREFIN MTL SUPPORT ROD MTL CHANNEL CHANNEL -SPACING DECKING BY AND BRACKET BY MBM BEYOND MBM BY M5M ` rlc0 4" MTL 5TUD CU/ PREFIN MTL WALL STUCCO CORNER BEAD PANEL BY MBM 1/0" STUCCO OVER LATH STUCCO CASING 511 y 111 - I11 12_.\ 8-8 I� WALL 5EGTION SCALE: 3/4"=1'-0l1 STUCCO NOTES I. WATER RESISTIVE BARRIER (CURB) TO ;BE "TYVEK 5TUCCOWRAP" BY DUPONT, OR APPROVED 5UB5TITUTE. INSTALL WR3 IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, WITH MINIMUM 3" WEATHERLAPPED HORIZONTAL JOINTS, MINIMUM (o" LAPPED VERTICAL JOINTS, AND CUEATHERLAPPED MINIMUM 3" OVER FLA5HING AND WEEP SCREEDS. TAPE ALL 5EAM5 WITH MANUFACTURER'S RECOMMENDED SEAM TAPE. 2, METAL LATH TO BE 3.4 L -B PER 50 YD GALVANIZED SELF -FURRED DIAI'10ND MESH LATH, WITH GRADE D PAPER BACKING, INSTALL IN ACCORDANCE WITH AJTM C1063. 3. WEEP 5CREED5 TO BE MINIMUM 2r GAGE GALVANIZED PREFINISHED METAL COPING STEEL, WITH V -STOP AND 3-1/2 SOLID FLANGE. CONTROL W/ CONT CLEATS SLOPE JOINTS TO BE MINIMUM 26 GAGE GALVANIZED STEEL COPING FOR POSITIVE J -TYPE, WITH EXPANDED FLANGE. CASING AND CORNER DRAINAGE BY MTL. BLDG° BEADS TO BE MINIMUM 26 GAGE GALVANIZED STEEL WITH MFG, EXPANDED FLANGES, INSTALL IN ACCORDANCE WITH 4" MTL STUD SEE ASTM C1063, MTL BLDG MFG 4. STUCCO TO BE THREE -COAT PORTLAND CEMENT BASED STUCCO CASINGI PLASTER. MINIMUM 3/a" SCRATCH COAT AND MINIMUM 3/8" 13,-6" \ BROWN COAT, FINISH COAT TO BE 100% ACRYLIC BASED qU T/STUD ELASTOMERIC TEXTURED FINISH. APPLY IN ACCORDANCE WITH A5TM C926 AND THE MANUFACTURER'S INSTRUCTIONS, r STUCCO CORNER = MONASTERY BROWN) METAL PURLINS BY MTL BLDG MFG WALL &ECIFION A5,1 SCALE: 3/4"=1'-O" GUTTER CLIP BY MTL PREFIN RAKE TRIM BLDG MFG SLOPE BY MTL BLDG MFG --\ 9'-a11 =—�—,> L^ VARIES _ T05 -LP \ T/SAVE METAL PURLINS PREFIN GUTTER BY BY MTL BLDG MFG MTL BLDG MFG � INSULATION NOTE: INSULATION AND FACING SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM Ea4, PREFIN METAL PANEL BASE TRIM AND SEALANT — r DEPRESSED EXPANSION JOINT SLAB EDGE MATERIAL CONCRETE SLAB UJ/ VAPOR 5ARRIER-5EE STRUCT - EXTERIOR PAVING SLLPE0-o",-A FIN FL`l L 41 D a0 D a0 0 a a d 0 — D D A L III—III—III—III—III—III— � _ _ �T. CONCRETE � Q stRucT -111=1 1111 ° _ iWALL SECT I ON A5,1 SCALE: 3/4"=l'-011 I , BEAD tt 411 X111. t; AINT�. SUPPORT ROD AND BRACKET GALV METALSTANDING SEAM 3/4" DIA 5.5 THRUBOLTS AT 24" O.G.- ROOFING SYSTEM W1 THERMAL GC TO COOK CU/ BLOCKS, VINYL FACED BATTY PRE -ENG IN5UL (R-19) BY MTL BLDG MFGcq CANOE='Y MFG ` GALV METAL STANDING SEAM ROOFING UNDERLAYMENT AT COPING ROOFING 5Y5TEM UJ/ THERMAL u ------ r --fi--------------- r--------s -----sr--------------t�-----� BLOCKS, VINYL FACED BATT s ------- PREFINISHED METAL COPING INSUL (R-19) BY MTL BLDG MFG T COPING FOR POSITIVE - 5/a" EXT GRADE SHEATHING- DRAINAGE BY MTL, BLDG, LAP PREFIN, METAL WALL MFG. - - PANEL WHERE VERT DIM IS METAL LINER PANEL a" OR MORE PREFIN METAL. PANEL BY MTL BLDG MFG PREFIN METAL PANEL 1 j OVER 4" METAL STUDS GALV METAL STANDING SEAM OVER 4" METAL 5TUD5 ROOFING SYSTEM W1 THERMAL BLOCKS, VINYL FACED BATT BY MTL BLDG MFG AND INSUL (R-19) BY MTL BLDG MFG BY MTL BLDG MFG AND VINYL FACED BATT 1 !ARIES VINYL FACED BATT INSUL (R-13� IN5UL (R-13) INSULATION NOTE: INSULATION AND FACING SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM Ea4, PREFIN METAL PANEL BASE TRIM AND SEALANT — r DEPRESSED EXPANSION JOINT SLAB EDGE MATERIAL CONCRETE SLAB UJ/ VAPOR 5ARRIER-5EE STRUCT - EXTERIOR PAVING SLLPE0-o",-A FIN FL`l L 41 D a0 D a0 0 a a d 0 — D D A L III—III—III—III—III—III— � _ _ �T. CONCRETE � Q stRucT -111=1 1111 ° _ iWALL SECT I ON A5,1 SCALE: 3/4"=l'-011 I , BEAD tt 411 X111. t; AINT�. SUPPORT ROD AND BRACKET GALV METALSTANDING SEAM 3/4" DIA 5.5 THRUBOLTS AT 24" O.G.- ROOFING SYSTEM W1 THERMAL GC TO COOK CU/ BLOCKS, VINYL FACED BATTY PRE -ENG IN5UL (R-19) BY MTL BLDG MFGcq CANOE='Y MFG CANOF"r FLAN SCALE: 3/4"d' -O" ICE AND WATER SHIELD ' 3/4" DIA 5,5 THRU BOLTS AT 24" O.G.- GC TO COOK CU/ PRE -ENG CANOPY MFG LINE OF WALL - ROOFING UNDERLAYMENT AT COPING ------ r --fi--------------- r--------s -----sr--------------t�-----� s--------s---------------s}-- r s ------- PREFINISHED METAL COPING UJ/ CONT CLEATS SLOPE T COPING FOR POSITIVE - 5/a" EXT GRADE SHEATHING- DRAINAGE BY MTL, BLDG, LAP PREFIN, METAL WALL MFG. - - PANEL WHERE VERT DIM IS a" OR MORE STUCCO CASING 12'-2" T/STUD GALV METAL STANDING SEAM _r ROOFING SYSTEM W1 THERMAL BLOCKS, VINYL FACED BATT INSUL (R-19) BY MTL BLDG MFG 4", MTL STUD SEE MTL 411 411 BLDG MFG -� 1 !ARIES i F BEAD _ i1! •sir i -V Ill 1 PAINTED PAINTED PAINTED MTL PREFIN MTL SUPPORT ROD MTL CHANNEL CHANNEL -SPACING DECKING BY AND BRACKET BY MBM BEYOND MBM BY M5M � CANOF"r FLAN SCALE: 3/4"d' -O" ICE AND WATER SHIELD ' SELF -ADHERED MEMBRANE 41 ROOFING UNDERLAYMENT AT COPING 2x PT WOOD NAILER CU/ EXT GRADE SHEATHING PREFINISHED METAL COPING UJ/ CONT CLEATS SLOPE COPING FOR POSITIVE - 5/a" EXT GRADE SHEATHING- DRAINAGE BY MTL, BLDG, LAP PREFIN, METAL WALL MFG. - - PANEL WHERE VERT DIM IS a" OR MORE STUCCO CASING 12'-2" T/STUD GALV METAL STANDING SEAM _r ROOFING SYSTEM W1 THERMAL BLOCKS, VINYL FACED BATT INSUL (R-19) BY MTL BLDG MFG 4", MTL STUD SEE MTL 411 411 BLDG MFG -� 1 !ARIES STUCCO CORNER BEAD ------------vvl - BY MTL BLDG MFG METAL PURLINS BY MTL BLDG MFG - co /,—METAL LINEAR PANEL BY MTL BLDG MFG I . PREFIN METAL PANEL BASE TRIM AND SEALANT DEPRESSED EXPANSION JOINT - SLAB EDGE. MATERIAL CONCRETE SLAB CU/ VAPOR EXTERIOR BARRIER-5EE STRUCT - PAVING SLOPE --• ^ICV (-__-__--�_'/T 11� FIN FL ° a pd d Q 6CS ! P O D _ a a a a rr=rrr==l-r-l=rrr=m=rrl=rrl- 4 d . — — El a a 0 0 0 0 III{{.j—,III—II1=1_II_IIII-- III= 4 - " "'—"' =III -III -111: , ,. � ... •'' ' 7—III=111=III, I I CONCRETEI— FOOTING- - I I rl F SEE STRUCT -I I I— 1_ — ' 1 I—=1 11-1 I L- I I I=1 I Imo- r2_� WALL SECTION SCALE: 3/4"=I'-011 NOTE: THE CANOPY PLANS AND SECTIONS ARE FOR DESIGN INTENT ONLY. THE PRE -ENGINEER CANOPY MANUFACTURE IS RESPONSIBLE FOR THE FINAL DESIGN AND BUILDING CONNECTIONS, ICE AND WATER SHIELD SELF -ADHERED MEMBRANE �'- ROOFING UNDERLAYMENT AT PREFINISHED METAL COPING COPING UJ/ CONT CLEATS SLOPE 2x PT WOOD NAILER UJ/ COPING FOR POSITIVE r%" EXT GRADE SHEATHING DRAINAGE BY MTL. BLDG. MFG. 5/a" EXT GRADE SHEATHING - LAP PREFIN, METAL WALL / PANEL COHERE VERT DIM IS 121.211 _ 8" OR MORE _T/STUD GALV METAL STANDING SEAM - ROOFING SYSTEM CU/ THERMAL r BLOCKS, VINYL FACED BATT -- INSUL (R-19) BY MTL BLDG MFG 4", MTL STUD SEE MTL 4111 411 VARIES BLDG MFG VINYL FACED BATT INSUL (R-13) 6" MTL STUD BY I 0 MTL BLDG MFG /METAL .PURLINS CURB OVER 5/a" EXT BY MTL BLDG MFG GRADE SHEATHG Ll 1/a" STUCCO OVER LATH (COLOR AMARILLO WHITE) ®Q1 /1 11 - -- -- PAINT CHANNEL AND 2'-O" - SUPPORTS (COLOR UNCLE BOB'S BLUE) STUCCO CORNER PAINTED MTL STUCCO CJ - ALIGN BEAD CHANNEL- UJ/STOREFRONT SPACING PERHEgp STUCCO CASING PRE -ENG MFG 5 SEALANT OVER ROD 1/0" STUCCO OVER 11_011 STUCCO CJ METAL LINER PANEL LATH (COLOR METAL LINER PANEL BY MTL BLDG MFG AMARILLO WHITE) /— BY MTL BLDG MFG METALA5 REQ DUBYBMTAL IN;I'-2" �-5� 4 BLDG MFG VINYL FACED BATTORIZ JOINT VINYL FACED BATT �- INSUL (R-13) �- INSUL (R-13) CURB OVER 5/8" EXT WRB OVER 5/a" EXT GRADE SHEATHG GRADE SHEATHG 1 f co 11 ro MTL STUD BY ,� (o" MTL STUD BY MTL BLDG MTL BLDG MFG MFG 1/8" STUCCO OVER 1/a" STUCCO OVER LATH (COLOR LATH (COLOR MONASTERY BROWN MONASTERY BROCUN STUCCO WEEP STUCCO WEEP ` SCREED SCREED EXPANSION JOINT EXPANSION JOINT MATERIAL CONCRETE SLAB W/ MATERIAL CONCRETE SLAB UJ/ EXTERIOR VAPOR BARRIER -SEE EXTERIOR VAPOR BARRIER -SEE PAVING STRUCT PAVING STRUCT SLOPE 01 011ok SLOPE C 11 01-01 v a 1 FIN FLv n FIN FL® • '. a1 4. -7 d•. .d 4 d �DoUDoQDo�DoO �DoQDo�Do�Dv� — III - -III , ;III=III=III=III- -► I I-1 I 1=11:1-11 I- , v' • ' ° d. 111- =1 111 11=1 i lI '' —I I 1-1 I ISI i IYI i I_ . °' . ". '. �° ° • --I 11=1 I I-1 111 I I CONCRETE CONCRETE =I7II II11i 11-11 IFOOTING — FOOTING — — 111 11 SEE STRUCT SEE STRUCT =- 1 I I -I 3 WALL SECTION WALL e CTION A5,1 SCALE: 3/4"=I'-0" SCALE: 3/4" = I'-011 PREFIN ALUM STOREFRONT SYSTEM UJ/ INSULATED GLAZING ICE AND WATER SHIELD SELF -ADHERED MEMBRANE ROOFING UNDERLAYMENT AT COPING 2x PT WOOD NAILER UJ/ EXT GRADE SHEATHING 5/a EXT GRADE SHEATHING - LAP PREFIN. METAL WALL PANEL WHERE VERT DIM IS all OR MORE GALV METAL STANDING SEAM ROOFING SYSTEM UJ/ THERMAL _ BLOCKS, VINYL FACED BATT IN5UL (R-19) BY MTL BLDG MFG c� VARIE5 ZMETAL PURLINS BY MTL BLDG MFG �—METAL LINER PANEL BY MTL BLDG MFG METAL STD HEADER BY MTL BLDG MFG PT WOOF-) NAILER A5 NEEDED 5/a" 5HEATHING UJ/ OUTSIDE FACE OF SHEATHING PAINTED BLACK. PROVIDE ANGLED CLIP5 TO HOLD IN PLACE EXTEND METAL LINER PANEL BY MTL BLDG MFG AT SHEATHING EXPAN51ON JOINT MATERIAL CONCRETE SLAB UJ/ EXTERIOR VAPOR BARRIER -SEE PAVING 5TRUCT SLOPE \ 01 011 FIN FLS D D � a Q I a V � III III III 0 0 —- ---- 0 0 0 0 0 0 D Do —1 I I.-1 I I ,,—, i � I=1 � 1=1 � I—I � ISIr�-- _I I -II 11--1 11=111- CONCRETE I1_L= =I n FOOTING- -111_111_ I I—I I SEE STRucT -=111 =1 I I - 1_111- 111= 1I- `5� WALL eIrECT10N A5.1 ) SCALE: 3/4i1=1'-011 w ILI w ~O W {5-. I- - CY Z Z I - <t � -�=- � much W —twz W TF W0 W sSF- _OW�W UC1Sf-'F-' LQ iu- I-�•U4_ U wCY���OZW❑ W Q_<'U'iI— Z�UF- W 0Z0 z C< W W�CD fZ-Lpz0 V)W ZW_IWWz D<w>- LL w o- ww<�O co w i2 CrCLu u0u W QGI- CLuc/j X11 wLLI H- w_u�m�Q<Utww�Z ww—w—<<tE� ,_ui 0V) wwV�UCWLI E) F_ wWZF-t0i_Z<j :E CE W Cr cl�[L=5�_ 00W Dor I - H<Imdwcf)- cntnouLcituo REVISIONS PROJECT NUNIBER 201120 DATE, 4-1-15 41 _ i1! •sir REVISIONS PROJECT NUNIBER 201120 DATE, 4-1-15 Doof;pl'5CHEEDJLE < DIMENSION DE5CRIPTION EXTERIOR A 5'-0"W x a'-(O"H DOOR B 3'-0"W x 8'-0"H FRAME C S' -0"W x a,-0111­1a,-0111­1ROLL-UP OVER SHAL D HARpUJARE ,ll c�, Y r, 1, STORAGE UNIT DOORS PROVIDED BY METAL BUILDING MANUFACTURER. L,45EL/ RAT I NCS PULL DIMENSIONS ^611 DI DETAILS X 1 P HINGE LATCH CLOSER M15C REMARKS NU, RE5GRIPTI6N TYPE 11JIDTH HEIGHT THICK MATERIAL FIN15H TYPE MATERIAL FINISH HEAD JAMB SILL L I hlA STAGING D1 4'-0" 7'-S" 1-3/4" ALUM/GLA55 PREFIN -- ALUM PREFIN -- -- -- HARDWARE BY DOOR MFG IlOIE3 STAGING D3 3'-6" 1'-0" 1-3/4" H.M, PAINT FI N.M. PAINT H -I J-1 -- N-3 L -I C-2' iQ�2A SPRINK D2 1-3/4" N.M. PAINT FI H.M. PAINT H-1 J-1 5-I H-3 L-2 G-2 T -I WS -I DB -1 1 3A UNITS- D3 1-3/4" N.M. PAINT F1 H.M. PAINT H -I J-1 S -I Y (L H-3 L-2 C-2 T -I W5 -I DB -I PANIC EXIT DEVICE 1Q)4A WOME=N5 D2 3'-0" 1'-0" 1-3/4" N.M. PAINT FI N.M. PAINT H -I J-1 -- H-3 L-1 C-2 JOA MANS D2 3'-0" �'-0" 1->3/4" N.M. PAINT FI H.M. PAINT H -I J-1 -- H-3 L -I C-2 E ,=4RDl11AR INDICATED MANUFACTURERS ARE BA515 OF DE61GN H-1 HAGER 15E312l'9 1-1/2 PR 4-1/2x4-1/2 652 (26D) H-2 HAGER BB1219 1-1/2 PR 5x4-1/2 652 (26D) N-3 HAGER NT551191 1-1/2 FR 5x4-1/2 630 (32D) GC TO COORDINATE LOCK5ET AND DS-) HAGER WALL MTD DOOR STOP 234W 652 (26D) L -I 5CHLAGE PASSAGE ALIOS-SAT 626 DS -2 HAGER FLR MTD DOOR STOP 242E 652 (26D) SECURITY W/ OWNERS REP l -2 SCMLAE LOCK5ET AL50F'D-5AT 626 L-3 SCWLAGE STOREROOM AL80FD-5AT (226T -I NGF BUMPER SEAL THRESHOLD 950 ALUM PANIC EXIT DEVICE SHALL MEET AN5I A156.3 REQUIREMENTS C-1 LGN 4030 (HINGE SIDE MTD), SNB ALUM WS -I NCP WEATHER5TRIPFING 15fOUA ALUM C-2 LCN 4040 (TOP JAMB MTD), SNB ALUM DB -I NGF AUTOMATIC POOR [BOTTOM 780VA ALUM C73 LGN 40405E (HINGE 51DE MTD), SNB ALUM WINDOW TYPE 9' -VII I J 21 Q _F / 3'_ALUM STOREFRONT SYSTEM DESIGN BASIS: KAWNEER TRIFAB VC 451T FRAMING, 1" INSUL LOW -E /Jlll 2" 3�_/T�I 211 fKC// ffCC// J 77CC// ` < DIMENSION DE5CRIPTION EXTERIOR A 5'-0"W x a'-(O"H ROLL -UP B 3'-0"W x 8'-0"H ROLL -UP C S' -0"W x a,-0111­1a,-0111­1ROLL-UP OVER SHAL D 3'-0"W x 0'-0"H ,ll c�, Y r, 1, STORAGE UNIT DOORS PROVIDED BY METAL BUILDING MANUFACTURER. LOCATE MECH CORRIDOR AREAr��� BETWEEN TOP OF UNIT AND 5TRUCT PREFIN METAL HORIZ FILLER PANEL SURFACE MOUNTE FIRE EXTING015HE CAE31NET BY PANE=L MFG I STORAGE UNIT DOORS TYPE DIMENSION DE5CRIPTION EXTERIOR A 5'-0"W x a'-(O"H ROLL -UP B 3'-0"W x 8'-0"H ROLL -UP C S' -0"W x a,-0111­1a,-0111­1ROLL-UP OVER SHAL D 3'-0"W x 0'-0"H ROLL -UP NOTES: 1, STORAGE UNIT DOORS PROVIDED BY METAL BUILDING MANUFACTURER. UNIT NUMBER PLAQUE- COORD NUMBER METAL SOFFIT SEQUENCE' W/ OWNER PANEL SYSTEM IGHT FIXTURE ALL MOUNTED REFIN WALL ANEL PIER ATCH G HT TIMER AS EQ'D BY OWNER REFIN COILING OOR INTERIOR METAL PANELS TO BE 0'-0" HIGH, PROVIDE 2x2x16 GA WIRE MESH ACROSS THE TOP OF STORAGE UNITS, AT THE TOP OF THE METAL WALL PANELS PROVIDE 2x2x2O GA ANGLES ON A �'xl0' GRID TO SUPPORT THE MESH C� .1--ryFiAL IN_ EFZ0I, a`1�O A� E UN161- ROOF SCALE: Sig 11 = 1'-0" I CEILING ABOVE CEILING ABOVE I PROVIDE SOUND INSUL ABOVE CEILING ..I i SOUND BATT ATTENUATION INSULATION j "411 MTL- STUDS i ( (R -II FOR WALLS) :' �\ BY MBM ( I 611 MTL STUDS BY MBM i 1/2" GYP BD TLT 51DE 3 f)k X11 T MTL LINER PANEL -"1- 1/2" GYP EBD TLT SIDE 4 STORAGE SIDE- I-�MTL LINER PANEL I• I \ STAGGER VERT JOINTS 1 STORAGE SIDE- STUD CAVITY i STAGGER VERT JOINTS I I ~� STUD CAVITY METAL STUD TRACK I I METAL STUD TRACK -..� By MBM I BY MBM I NEW r=ULL I- T PARTITION - 4" _ 2 TOLET CNA5E PARTITION - -I" SYMBOL, r=��� , 51'M5OLj NEW F/4I�TITION TYPES ..I DOOR AND WINDOW NOTES: 1. FIELD VERIFY ALL STOREFRONT AND WINDOW ROUGH OPENING DIMENSIONS. 2. ® ON WINDOW AND DOOR TYPES INDICATES SAFETY GLASS LOCATIONS. PROVIDE LAMINATED OR TEMPERED GLAZING COMPLYING WITH CP5G 16 GFR 120. 3, I" INSUL LOW -E GLASS UNITS TO HAVE MIN U=0.35, MAX 6HGC=0.34, AND •MIN VISIBLE LIGHT TRANSMITTANCE =5-1% METAL SOFFIT PANEL SYSTEM PREF - FILLE PREF PAN GRA 5LID1 18"'MI PREF OVER SHAL f- EXCE PULL ^611 DI END X 1 P P L I W 0 D cp <r / ctl Y (L IGHT FIXTURE ALL MOUNTED REFIN WALL ANEL PIER ATCH G HT TIMER AS EQ'D BY OWNER REFIN COILING OOR INTERIOR METAL PANELS TO BE 0'-0" HIGH, PROVIDE 2x2x16 GA WIRE MESH ACROSS THE TOP OF STORAGE UNITS, AT THE TOP OF THE METAL WALL PANELS PROVIDE 2x2x2O GA ANGLES ON A �'xl0' GRID TO SUPPORT THE MESH C� .1--ryFiAL IN_ EFZ0I, a`1�O A� E UN161- ROOF SCALE: Sig 11 = 1'-0" I CEILING ABOVE CEILING ABOVE I PROVIDE SOUND INSUL ABOVE CEILING ..I i SOUND BATT ATTENUATION INSULATION j "411 MTL- STUDS i ( (R -II FOR WALLS) :' �\ BY MBM ( I 611 MTL STUDS BY MBM i 1/2" GYP BD TLT 51DE 3 f)k X11 T MTL LINER PANEL -"1- 1/2" GYP EBD TLT SIDE 4 STORAGE SIDE- I-�MTL LINER PANEL I• I \ STAGGER VERT JOINTS 1 STORAGE SIDE- STUD CAVITY i STAGGER VERT JOINTS I I ~� STUD CAVITY METAL STUD TRACK I I METAL STUD TRACK -..� By MBM I BY MBM I NEW r=ULL I- T PARTITION - 4" _ 2 TOLET CNA5E PARTITION - -I" SYMBOL, r=��� , 51'M5OLj NEW F/4I�TITION TYPES ..I DOOR AND WINDOW NOTES: 1. FIELD VERIFY ALL STOREFRONT AND WINDOW ROUGH OPENING DIMENSIONS. 2. ® ON WINDOW AND DOOR TYPES INDICATES SAFETY GLASS LOCATIONS. PROVIDE LAMINATED OR TEMPERED GLAZING COMPLYING WITH CP5G 16 GFR 120. 3, I" INSUL LOW -E GLASS UNITS TO HAVE MIN U=0.35, MAX 6HGC=0.34, AND •MIN VISIBLE LIGHT TRANSMITTANCE =5-1% METAL SOFFIT PANEL SYSTEM RATION OF HEAD DOOR L NOT ED 8 LB5. ROPE W/ A; LOOP METAL SOFFIT PANEL SYSTEM PREF - FILLE PREF PAN GRA 5LID1 18"'MI PREF OVER SHAL f- EXCE PULL ^611 DI END X 1 RATION OF HEAD DOOR L NOT ED 8 LB5. ROPE W/ A; LOOP METAL SOFFIT PANEL SYSTEM DOOR OPENED . DOOR CLOSED G.C. TO PROVIDE HANDICAP ACCESS STORAGE UNITS PER IBC 2006 CODE SECTION 1100.3 2 SCALE: 3/811 = 11_0" IN HORI.Z R PANEL IN WALL EL PIER SPABLE NG BOLT N AFF IN COILING R POOR TYPE 2 � i1 II 4'-OII I OPENING ' AUTOMATIC SLIDING DOOR SYSTEM j DESIGN E3A515: STANLEY DUR-A-GLIDE 2000 W/ FREAK -OUT PANELS, I" INSUL DI LOW -E SAFETY GLASS CGPSC 16 CFR' 1200 MF EDGE TRIM MIN 16 GA N.I~ FRAME DOOR A5 5G J = I JAME3 DETAIL -—BOLLARD COVER a' ' 6" DIA STEEL. PIPE °d BOLLARD FILLED 1 � W/ CONC Q SQUARE FORMED ' CONC TOP PAVING -- 21_11 I—I i'1--I-;I � 1=1 � I— —I ►1-1 11=1 11=1 11— � d I i 1=1 I I\I I ,III—I I —Iii—J � ISI I z 4 `II—III- CONC III— r ENCASEMENT II -I—�I 1= W1 MIN 6 COVER —III IIIlI II—III- - � z I I—III III—III—IIIIII111- DIA MIN 3 15 0 L L A �Z,' D �E I'AI1= SCALE: 3/4"=11_011 SCALE: 3"=V-0" SEALANT SEE SCNED �C U W W SEE SCNED 18"x24" IMPACT RE51S"rANT INSULATING LAMINATED SAFETY GLA55 (ASTM E 1886 D3 HOLLOW METAL D2 18"x24" EXT LITE DOOR FRAME TYPE 2" SEE SCHED r,2 AND ASTM E 1996 ) lu -C U W W FI N.M, FRAME MTL PANELS STEEL FRAMIf MTL l=3LDG MTL PANELS OVER STEEL FRAMING BY MTL BLDG MFG DOOR A5 SCNED—,� MTL DRIP FLASHG- ALUM THRESHOLD \.� SET IN MASTIC \' �5� LoPE SEALANT 4 MIN 16 GA N.M. 4 > • . a ., :, , � � FRAME DOOR AS SCNED H - 1 NAD DETAf L 5=1 &fL.L. DETAIL FASTENER SIE WALL PANEL INSIDE CLOSURE - FASTENER 04 – THICKNESS–� "----`- - GUTTER STRAP DBL. FACE 31i211 \ FASTENER 014 TAPE TRI -BEAD TAPE SEALER FASTENER AT 12" O.c. ' � = (- OFFSET PANEL FASTENER #5 GAP TRIM FLOATING LOW GUTTER �nci� »i n"r-t= ,WALL PANEL DESIGN INTENT PER MBG( STANDARDS FOR LOW SAVE SYSTEM COORDINATE W/ MTL. BLDG MFG u w w cKI- � ww L �wS� J��-jw�<J J Fav w<w� tV Q�w�wLcn Z)z �wCn�,• I� ids=" (wiw-Hc~�ciazo 1� CLL:) a w~ � w� J� L i W 0 <(W �a;a�?wu. t)f-�R - 'vi aOW�WLLIV�J OIJa�-�t] �.�-cn'm�- twwcr- " wx�� s�� w� o w o i- REVISIONS YROJLCrI' NUDA rt,E N [BE;R 201120 PREF - FILLE PREF PAN GRA 5LID1 18"'MI PREF DOOR OPENED . DOOR CLOSED G.C. TO PROVIDE HANDICAP ACCESS STORAGE UNITS PER IBC 2006 CODE SECTION 1100.3 2 SCALE: 3/811 = 11_0" IN HORI.Z R PANEL IN WALL EL PIER SPABLE NG BOLT N AFF IN COILING R POOR TYPE 2 � i1 II 4'-OII I OPENING ' AUTOMATIC SLIDING DOOR SYSTEM j DESIGN E3A515: STANLEY DUR-A-GLIDE 2000 W/ FREAK -OUT PANELS, I" INSUL DI LOW -E SAFETY GLASS CGPSC 16 CFR' 1200 MF EDGE TRIM MIN 16 GA N.I~ FRAME DOOR A5 5G J = I JAME3 DETAIL -—BOLLARD COVER a' ' 6" DIA STEEL. PIPE °d BOLLARD FILLED 1 � W/ CONC Q SQUARE FORMED ' CONC TOP PAVING -- 21_11 I—I i'1--I-;I � 1=1 � I— —I ►1-1 11=1 11=1 11— � d I i 1=1 I I\I I ,III—I I —Iii—J � ISI I z 4 `II—III- CONC III— r ENCASEMENT II -I—�I 1= W1 MIN 6 COVER —III IIIlI II—III- - � z I I—III III—III—IIIIII111- DIA MIN 3 15 0 L L A �Z,' D �E I'AI1= SCALE: 3/4"=11_011 SCALE: 3"=V-0" SEALANT SEE SCNED �C U W W SEE SCNED 18"x24" IMPACT RE51S"rANT INSULATING LAMINATED SAFETY GLA55 (ASTM E 1886 D3 HOLLOW METAL D2 18"x24" EXT LITE DOOR FRAME TYPE 2" SEE SCHED r,2 AND ASTM E 1996 ) lu -C U W W FI N.M, FRAME MTL PANELS STEEL FRAMIf MTL l=3LDG MTL PANELS OVER STEEL FRAMING BY MTL BLDG MFG DOOR A5 SCNED—,� MTL DRIP FLASHG- ALUM THRESHOLD \.� SET IN MASTIC \' �5� LoPE SEALANT 4 MIN 16 GA N.M. 4 > • . a ., :, , � � FRAME DOOR AS SCNED H - 1 NAD DETAf L 5=1 &fL.L. DETAIL FASTENER SIE WALL PANEL INSIDE CLOSURE - FASTENER 04 – THICKNESS–� "----`- - GUTTER STRAP DBL. FACE 31i211 \ FASTENER 014 TAPE TRI -BEAD TAPE SEALER FASTENER AT 12" O.c. ' � = (- OFFSET PANEL FASTENER #5 GAP TRIM FLOATING LOW GUTTER �nci� »i n"r-t= ,WALL PANEL DESIGN INTENT PER MBG( STANDARDS FOR LOW SAVE SYSTEM COORDINATE W/ MTL. BLDG MFG u w w cKI- � ww L �wS� J��-jw�<J J Fav w<w� tV Q�w�wLcn Z)z �wCn�,• I� ids=" (wiw-Hc~�ciazo 1� CLL:) a w~ � w� J� L i W 0 <(W �a;a�?wu. t)f-�R - 'vi aOW�WLLIV�J OIJa�-�t] �.�-cn'm�- twwcr- " wx�� s�� w� o w o i- REVISIONS YROJLCrI' NUDA rt,E N [BE;R 201120 DOOR SYSTEM j DESIGN E3A515: STANLEY DUR-A-GLIDE 2000 W/ FREAK -OUT PANELS, I" INSUL DI LOW -E SAFETY GLASS CGPSC 16 CFR' 1200 MF EDGE TRIM MIN 16 GA N.I~ FRAME DOOR A5 5G J = I JAME3 DETAIL -—BOLLARD COVER a' ' 6" DIA STEEL. PIPE °d BOLLARD FILLED 1 � W/ CONC Q SQUARE FORMED ' CONC TOP PAVING -- 21_11 I—I i'1--I-;I � 1=1 � I— —I ►1-1 11=1 11=1 11— � d I i 1=1 I I\I I ,III—I I —Iii—J � ISI I z 4 `II—III- CONC III— r ENCASEMENT II -I—�I 1= W1 MIN 6 COVER —III IIIlI II—III- - � z I I—III III—III—IIIIII111- DIA MIN 3 15 0 L L A �Z,' D �E I'AI1= SCALE: 3/4"=11_011 SCALE: 3"=V-0" SEALANT SEE SCNED �C U W W SEE SCNED 18"x24" IMPACT RE51S"rANT INSULATING LAMINATED SAFETY GLA55 (ASTM E 1886 D3 HOLLOW METAL D2 18"x24" EXT LITE DOOR FRAME TYPE 2" SEE SCHED r,2 AND ASTM E 1996 ) lu -C U W W FI N.M, FRAME MTL PANELS STEEL FRAMIf MTL l=3LDG MTL PANELS OVER STEEL FRAMING BY MTL BLDG MFG DOOR A5 SCNED—,� MTL DRIP FLASHG- ALUM THRESHOLD \.� SET IN MASTIC \' �5� LoPE SEALANT 4 MIN 16 GA N.M. 4 > • . a ., :, , � � FRAME DOOR AS SCNED H - 1 NAD DETAf L 5=1 &fL.L. DETAIL FASTENER SIE WALL PANEL INSIDE CLOSURE - FASTENER 04 – THICKNESS–� "----`- - GUTTER STRAP DBL. FACE 31i211 \ FASTENER 014 TAPE TRI -BEAD TAPE SEALER FASTENER AT 12" O.c. ' � = (- OFFSET PANEL FASTENER #5 GAP TRIM FLOATING LOW GUTTER �nci� »i n"r-t= ,WALL PANEL DESIGN INTENT PER MBG( STANDARDS FOR LOW SAVE SYSTEM COORDINATE W/ MTL. BLDG MFG u w w cKI- � ww L �wS� J��-jw�<J J Fav w<w� tV Q�w�wLcn Z)z �wCn�,• I� ids=" (wiw-Hc~�ciazo 1� CLL:) a w~ � w� J� L i W 0 <(W �a;a�?wu. t)f-�R - 'vi aOW�WLLIV�J OIJa�-�t] �.�-cn'm�- twwcr- " wx�� s�� w� o w o i- REVISIONS YROJLCrI' NUDA rt,E N [BE;R 201120 YROJLCrI' NUDA rt,E N [BE;R 201120 I I I I I I I I I I I I I I i I i I I I I 210'-0" 60'—O" .1 V,n'—n" FUTURE EXPANSION Lu W �[ z `L= Lu m�U) J r f_ LLI W W V 2ZFZ--~O��a W=Z Q W �pF~-ZUZ W �L� (�a- Lu 0ZZ.DU W DLr<I,Zw , X~l- U �O V)'OUZp�W=w z V �WUzW WwI— LLL S _ y F f YG L) �C)-� W I -G W �< V)Z?G {I-CWL'UV)IL pW fir_ <W O W ~U WV)OLL-�I F— O Ly-ILu jUC1U)�W < 2:�(UW J LuLu ff—ELf—(F W V)LuO LL W LLI W ZICIS. WWUWUWWWI_W WZI-LLWZ .t 22Lr WL��IL=�F_ �C0 ) (-)[Y I—I �LmQ W cnl—(1)V)QU.zmUG w/ d x u—w i. + x w i. f vy.w.r, i rmvm iur uscu. r.r.r-. = v —v REFER TO CIVIL DRAWINGS FOR ACTUAL ELEVATION, 2, COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL DRAWINGS AND SLAB SLOPES WITH ARCHITECTURAL DRAWINGS, 3, SLAB—ON—GRADE SHALL BE SAW CUT IMMEDIATELY AFTER CONCRETE HARDENS. CONTRACTOR TO SUBMIT LAYOUT AND CONSTRUCTION SCHEDULE ("SOFT CUT" @ INTERNATIONAL OR SIM.) 4. CONTROL JOINTS IN SLABS ON GROUND SHALL BE LOCATED AT 15'-0" MAXIMUM SPACING AND SHALL CREATE SECTIONS OF SLAB WITH A MAXIMUM ASPECT RATIO OF 1,5:1. DO NOT PLACE CONTROL JOINTS AT INTERIOR PARTITIONS, PLACE C.J.'S AT LEAST 6" FROM INTERIOR PARTITIONS, CONTROL JOINTS SHALL BE SAWN AND SHALL BE MINIMUM OF 1/4 OF THE SLAB THICKNESS DEEP IF CUT WITH A CONVENTIONAL SAW OR 1" DEEP IF CUT WITH AN EARLY—ENTRY DRY -CUT SAW. THE CONTROL JOINTS SHALL BE SAWN AS SOON AS THE SAW BLADE CAN CUT THE CONCRETE WITHOUT DISPLACING THE AGGREGATE. CUT 'EVERY OTHER MESS WIRE AT THE CONTROL JOINT LOCATION PRIOR TO PLACING CONCRETE, .5. SAWN CONTROL JOINTS SHALL BE PLACED AS SOON AS CONCRETE IS ABLE TO BE SAWN WITHOUT PULLING AGGREGATE FROM FLOOR, SLABS SHALL NOT BE LEFT OVERNIGHT, OR ANY REASONABLE AMOUNT OF TIME, WITHOUT SAWING JOINTS, WEATHER IS CRITICAL TO SCHEDULE OF SAWN JOINTS, IF LARGE AREAS OF SLAB ARE POURED AT ONE TIME, SEVERAL SAWN MAY BE REQUIRED TO PROVIDE JOINTS ARE POURED AT ONE TIME, SEVERAL SAWS MAY BE REQUIRED TO PROVIDE JOINTS IN TIME TO PREVENT SHRINKAGE CRACKING, PROPER JOINTING OF SLAB IS CRITICAL. REFER TO ACI MANUAL OF CONCRETE PRACTICE FOR PROPER JOINTING TECHNIQUES. StlEET NUMBER Ld � Q (� 44 Cn <t N Q> i M 1 o w/ d x u—w i. + x w i. f vy.w.r, i rmvm iur uscu. r.r.r-. = v —v REFER TO CIVIL DRAWINGS FOR ACTUAL ELEVATION, 2, COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL DRAWINGS AND SLAB SLOPES WITH ARCHITECTURAL DRAWINGS, 3, SLAB—ON—GRADE SHALL BE SAW CUT IMMEDIATELY AFTER CONCRETE HARDENS. CONTRACTOR TO SUBMIT LAYOUT AND CONSTRUCTION SCHEDULE ("SOFT CUT" @ INTERNATIONAL OR SIM.) 4. CONTROL JOINTS IN SLABS ON GROUND SHALL BE LOCATED AT 15'-0" MAXIMUM SPACING AND SHALL CREATE SECTIONS OF SLAB WITH A MAXIMUM ASPECT RATIO OF 1,5:1. DO NOT PLACE CONTROL JOINTS AT INTERIOR PARTITIONS, PLACE C.J.'S AT LEAST 6" FROM INTERIOR PARTITIONS, CONTROL JOINTS SHALL BE SAWN AND SHALL BE MINIMUM OF 1/4 OF THE SLAB THICKNESS DEEP IF CUT WITH A CONVENTIONAL SAW OR 1" DEEP IF CUT WITH AN EARLY—ENTRY DRY -CUT SAW. THE CONTROL JOINTS SHALL BE SAWN AS SOON AS THE SAW BLADE CAN CUT THE CONCRETE WITHOUT DISPLACING THE AGGREGATE. CUT 'EVERY OTHER MESS WIRE AT THE CONTROL JOINT LOCATION PRIOR TO PLACING CONCRETE, .5. SAWN CONTROL JOINTS SHALL BE PLACED AS SOON AS CONCRETE IS ABLE TO BE SAWN WITHOUT PULLING AGGREGATE FROM FLOOR, SLABS SHALL NOT BE LEFT OVERNIGHT, OR ANY REASONABLE AMOUNT OF TIME, WITHOUT SAWING JOINTS, WEATHER IS CRITICAL TO SCHEDULE OF SAWN JOINTS, IF LARGE AREAS OF SLAB ARE POURED AT ONE TIME, SEVERAL SAWN MAY BE REQUIRED TO PROVIDE JOINTS ARE POURED AT ONE TIME, SEVERAL SAWS MAY BE REQUIRED TO PROVIDE JOINTS IN TIME TO PREVENT SHRINKAGE CRACKING, PROPER JOINTING OF SLAB IS CRITICAL. REFER TO ACI MANUAL OF CONCRETE PRACTICE FOR PROPER JOINTING TECHNIQUES. StlEET NUMBER WL W'� V)C NATUf SECTION "IS 2.1 SCALE: 3/4" = 1'-0" "D" SEE PLAN LAP MESH 2 SQUARES #4 CONT. ® EDGE NATURAL SLOPE 3" S D NOTE: 1. W.W.F. TO BE POSITIONED WITHIN SLAB DEPTH W/ PREFABRICATED CHAIRS, 2. COORDINATE DEPTHS AND LOCATIONS OF ALL FLOOR DEPRESSIONS WITH ARCHITECTURAL DRAWINGS. ' 3. PROVIDE (1)#4x4'-0" TOP AT INTERIOR CORNERS OF -4K ALL DEPRESSIONS, 0 4. SLAB DEPRESSIONS ARE TYPICALLY SHOWN ON PLAN THUS: TYPICAL DEPRESSED SLAB ON GRADE 0' 0„ FIN FL r2 - SECTION S2.1SCALE: 3/4" 1'-0" W.W.F. PREFAB METAL FORM (22 GA GALV) INSTALL PER MFR, INSTRUCTIONS CONSTRUCTION JOINT NOTES: 1, SEE PLAN FOR SLAB THICKNESS (T) AND REINFORCEMENT. 2, SLAB REINFORCEMENT SHALL BE CHAIRED BY SOIL SUPPORTED SLAB BOLSTERS, 3, DO NOT USE THE KEY JOINT FOR SCREEDING BREAK BOND. BETWEEN NEW AND PREVIOUSLY PLACED SLAB BY SPRAYING OR PAINTING EXPOSED SIDE OF KEY AND DOWEL WITH A CURING COMPOUND, ASPHALTIC EMULSION, OR FORM OIL, 4; REFER TO SPECIFICATIONS, AND DRAWINGS FOR SUB FLOOR DRAINAGE SYSTEM, SUBGRADE PREPPARATIQN AND/OR MUD SLAB ON VAPOR BARRIER REQUIREMENTS. 5. SUBGRADE SHALL BE FREE OF STANDING WATER AT THE TIME OF CONCRETE PLACEMENT, TYPICAL CONSTRUCTION JOINTS 5" SLAB ON GRADE T z W W 1» W 10 V) $ o cn cines o �Q SAW CUT CONTROL JOINT NOTES: 1. CONTROL JOINTS SHALL BE PLACED AT ALL CORNERS WHERE SLAB EDGES CHANGE DIRECTION AND ON 4 SIDES OF COLUMN LOCATIONS AS SHOWN ABOVE, INTERMEDIATE JOINTS SHALL BE PLACED SO SIDES SHALL NOT EXCEED 1.5:1. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 2, MAKE SAW CUT AS SOON AS SLAB IS ABLE TO SUPPORT WEIGHT OF WORKERS AND SAWING EQUIPMENT WITHOUT DAMAGE TO FINISH SURFACE OF SLAB. SAW -CUTS MUST BE DONE ON THE SAME DAY THE SLAB IS POURED. SAWN CONTROL JOINT SLABS ON GRADE *11 not FIN FLS 3 SECTION 52.1SCALE: 3/4" SPLICE BARS SHALL BE SAME SIZE & SPACING AS HORIZONTAL WAJ ' QTEU' WALL REINF. WALL REINF. STEEL (TYP.). STEEL (TYP.). * MINIMUM LENGTH, REFER TO GENERAL NOTES BARS IN TWO FACES STL. ARRANGEMENT AT WALLS AND FOOTINGS SLOPE DOWN SLOPE DOWN TO DRAIN TO DRAIN rJ_vvfN vnruiv / CLEANOUT - SEE PLUMBING FOR LOCATIONS TYPICAL SLAB AT FLOOR DRAIN DETAIL 0'-p„ FIN FLS/ JCONT. FOOTING REINF I- (DISCONT. AT PLUMBING PIPE IF REQUIRED) (2) #4 ADD'L REINF- SIZE AND - SPACING. TO MATCH CONT FOOTING REINF. 4 SECTION S2.1 SCALE: 3/4" =1'-0" EQ. EQ. V-4" MIN. Ir-~ O� Q a. TOP OF CONC OR TOP OF SLAB w �w oZ W O x LL- LL- -j c.a _v = F- NOTE DETAIL TO BE APPLIED WHEN TOP OF PIPE IS 3'-0" OR CLOSER TO UNDERSIDE OF FOOTING, WHEN CLEARANCE IS GREATER THAN 3'-0", BACKFILL WITH #57 STONE, TYPICAL UTILITIES UNDER SLAB OR. WALL FOOTING Lu w T p W fT- I- F- L l S W J >-- � ww Jw W Tzf-W JCI f-- W 1/1 W I- iOLw W� W ZV) QG G T U W L <[ W W W~ �. 4�UZ. F -r) W �G� W LLILo pZC LLG�-T(>�[ W F I -U C) V O-Uwf-LwZD z -U �I z�WWa I- WL <t ��u- (5W QCL<[T BOO { - F- LL U) O Li r ��iwLLJa�Vw�LLvjjJ0U)�W �T- L T T U[� W T�� IL 2 D~Lu � O O W o ca <1 IL U) J— U) U) C) U G (D u 0 1 (TYP) �1D 1 TYP. 1. PLUMBIBG PIPE - SEE n PLUMBING DWG'S. FOR 0 L SIZE, ELEVATION AND LOCATION. 1" THICK COMPRESSIVE - MATERIAL. NOTE DETAIL TO BE APPLIED WHEN TOP OF PIPE IS 3'-0" OR CLOSER TO UNDERSIDE OF FOOTING, WHEN CLEARANCE IS GREATER THAN 3'-0", BACKFILL WITH #57 STONE, TYPICAL UTILITIES UNDER SLAB OR. WALL FOOTING Lu w T p W fT- I- F- L l S W J >-- � ww Jw W Tzf-W JCI f-- W 1/1 W I- iOLw W� W ZV) QG G T U W L <[ W W W~ �. 4�UZ. F -r) W �G� W LLILo pZC LLG�-T(>�[ W F I -U C) V O-Uwf-LwZD z -U �I z�WWa I- WL <t ��u- (5W QCL<[T BOO { - F- LL U) O Li r ��iwLLJa�Vw�LLvjjJ0U)�W �T- L T T U[� W T�� IL 2 D~Lu � O O W o ca <1 IL U) J— U) U) C) U G (D u 0 KEVI ;IONS PROJECT INUNIBER 2 0112 0 DATE 4-I-13 SI-IEE'T' NUMBER S2.1 1 r �1D 1. n 0 L CL' - SII V)QZ N vo ¢ '> N F N KEVI ;IONS PROJECT INUNIBER 2 0112 0 DATE 4-I-13 SI-IEE'T' NUMBER S2.1 LLI 1. n 0 L CL' `>~ V)QZ N vo ¢ '> N F N raj' L n ,V n KEVI ;IONS PROJECT INUNIBER 2 0112 0 DATE 4-I-13 SI-IEE'T' NUMBER S2.1 0 DESIGN CRITERIA: 1. BUILDING CODE - 2007 FLORIDA INTERNATIONAL BUILDING CODE WITH 2009 AMENDMENTS. 2, DEAD LOADS: A. ROOF = 20 PSF 3. LIVE LOADS: A. ROOF = 20 PSF + 15.2 PSF (WIND) 4. WIND LOADS: A. BASIC WIND SPEED = 110 MPH B. BUILDING OCCUPANCY CATEGORY = II C. IMPORTANCE FACTOR (Iw) = 1,0 D. HEIGHT & EXPOSURE COEFFICIENT (EXP, C) = 1.0 MISCELLANEOUS: 1, THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS, REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL ;;REQUIREMENTS. 2, STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING PERTINENT ASPECTS OF ALL DISCIPLINES INTO THEIR SHOP DRAWINGS AND WORK, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS, 3. DO NOT SCALE THESE DRAWINGS: USE DIMENSIONS, FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. SEE ARCHITECTURAL DRAWINGS. 4, THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC, UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION AND THE ARCHITECT HAS GIVEN THE WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. 5. WHERE A SECTION/DETAIL IS CUT ON THE PLAN, IT IS ASSUMED/UNDERSTOOD TO BE REPRESENTATIVE OF ALL LIKE OR SIMILAR CONDITIONS,. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK, 6. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY, THE ARCHITECTS'S OR ENGINEER'S PRESENCE AT THE JOB SITE OR` REVIEW OF WORK DOES NOT IMPLY CONFIRMATION OF THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLIANCE WITH OSHA REGULATIONS, 7. CONSULT ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATION, SIZES .AND EXTENT OF CHASES, INSERTS, RECESSES, RIDGES, FINISHES, DEPRESSIONS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS. 8. THE 'GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. 9. THE CONTRACTOR SHALL NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF RECORD OF CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. 10. STRUCTURAL CONTRACT DOCUMENTS SHALL NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR OR SUBCONTRACTOR, SUBMITTALS: 1, CONTRACTOR SHALL SUBMIT A SCHEDULE OF SHOP DRAWING SUBMITTAL DATES AT LEAST 30 DAYS PRIOR TO FIRST SUBMITTAL, FAILURE TO SUBMIT DRAWINGS ON DESIGNATED DATE MAY IMPACT REVIEW SCHEDULE, 2, ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURAL CONTRACT DOCUMENTS WILL BE CONSIDERED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED: A. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH THE REQUEST, B. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO) AND THE ICBO REPORT IS SUBMITTED WITH THE REQUEST, SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT: BE CONSIDERED. 3. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER OF RECORD DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER OF RECORD. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS AND DIMENSIONS SPECIFIED IN METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. SEE SPECIFIC PROVISIONS IN THE CONTRACT DOCUMENT DEALING WITH THE APPROPRIATE DESIGN RESPONSIBILITIES OF CONTRACTORS, SUBCONTRACTORS AND CONTRACT SUPPLIERS, 4, THE USE OF REPRODUCTIONS O, THESE CONTRACT DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. FOUNDATIONS: 1. NET ALLOWABLE SOIL BEARING PRESSURE HAS BEEN ASSUMED TO BE 2.0 KSF, CONTRACTOR TO INFORM EOR IF ACTUAL CONDITIONS DIFFER, 2. THE FOOTINGS HAVE BEEN POSITIONED AT THE ESTIMATED ELEVATION WHICH WILL PROVIDE SUITABLE BEARING. HOWEVER, IF ADEQUATE BEARING CAPACITY IS NON-EXISTENT AT THESE ESTIMATED ELEVATIONS, THE FOOTING SHALL BE LOWERED TO AN ELEVATION WHERE THE PRESCRIBED SAFE BEARING CAPACITY EXISTS. 3. FOOTINGS MAY BE CAST INTO AN EARTH -FORMED TRENCH IF SOIL CONDITIONS PERMIT, 4. EXCAVATION FOR FOOTING SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN ON PLANS. ALL SOIL BELOW SLABS AND FOOTINGS SHALL BE PROPERLY COMPACTED AND SUBGRADE BROUGHT TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING CONCRETE. 5. IN AREA OF THE BUILDING, EXISTING ORGANIC MATERIAL, UNSUITABLE SOIL, ABANDONED FOOTINGS AND ANY OTHER EXISTING UNSUITABLE MATERIALS SHALL BE REMOVED. ANY FILL MATERIAL REQUIRED AT THE SITE SHALL BE OF A SIMILAR TYPE SOIL THAT IS PRESENT AT THIS SITE APPROVED BY SOILS ENGINEER. ROCKS GREATER THAN 6" SHALL BE EXCLUDED FROM STRUCTURAL FILL LIFTS. FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS NO GREATER THAN 12" IN DEPTH AND SHALL BE COMPACTED TO AT LEAST 95% OF THE MATERIALS MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED COMPACTION TEST (ASTM D1557), ADEQUATE FILL DENSITY AND MOISTURE CONTENT TESTS SHALL BE PERFORMED TO INSURE COMPLIANCE. 6, FOOTING CONCRETE SHALL BE CAST ON THE SAME DAY THE EXCAVATION IS APPROVED, IF THE BEARING SURFACE IS ALLOWED TO BECOME DISTURBED IN ANY WAY, IT SHALL BE REWORKED TO THE SATISFACTION OF THE TESTING ENGINEER PRIOR TO CASTING OF THE CONCRETE, 7, ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED, 8. WHEN UNSATISFACTORY OR UNCONTROLLED FILL IS ENCOUNTERED, REMOVAL AND REPLACEMENT WILL BE PAID ON THE BASIS OF UNIT PRICES SET FORTH IN .THE CONTRACT, 9, DRAINAGE FILL SHALL BE AN EVENLY GRADED MIXTURE OF NATURAL OR CRUSHED STONE, CONFORMING TO REQUIREMENTS OF ASTM STANDARD C33, AND HAVING A GRADATION AS FOLLOWS: 100 X PASSING .............. A SIEVE 10-30 % PASSING......... A SIEVE 0-10 % PASSING,.,....,.., A SIEVE 0-5 % PASSING ............. A #4 SIEVE 10. ANY FILL WITHIN 10'-0" OF BUILDING LIMIT SHALL BE COMPACTED TO 95% STANDARD PROCTOR. THE UPPER 12" OF FILL BENEATH STRUCTURAL AREAS SHOULD BE COMPACTED TO 98% OF THE MAXIMUM STANDARD PROCTOR DENSITY, 11. NO EXCAVATION SHALL BE CLOSER THAN AT A SLOPE OF 2:1 (2 HORIZONTAL TO 1 VERTICAL) TO A FOOTING, PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS AS NECESSARY TO PRESERVE SAFETY AND PREVENT CAVING, '12. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE FOUNDATION CONCRETE IS PLACED, 13. BACKFILL AROUND AND OVER FOUNDATION ELEMENTS SHALL BE OF SUITABLE MATERIAL, INSPECTED AND PREAPPROVED BY TESTING ENGINEER, 14. THERE SHALL BE NO HORIZONTAL OR VERTICAL CONSTRUCTION JOINTS IN ANY FOOTING WITHOUT PRIOR WRITTEN APPROVAL FROM ENGINEER. 15. CONCRETE CAST ON SLOPING SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND CONTINUE MONOLITHICALLY TOWARD THE HIGHER ELEVATION UNTIL THE INTENDED POUR IS COMPLETED. CONCRETE: 1, CODE: AGI 318-08 2. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A DENSITY OF 145 PCF. 3. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE ALL STRENGTH DATA NECESSARY TO SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS BY EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD AND SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE PROJECT STATE. 4. REINFORCING SHALL CONFORM TO ASTM A615, GR60 UNO, 5, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 60. 6. WELDED WIRE FABRIC SHALL BE PLACED 1" BELOW T/SLAB U.N.O. LAP FABRIC 6" ON SIDES AND ENDS, 7, ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI DETAILING MANUAL 1994 (SP -66), 8. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE, 9. ALL "CONTINUOUS REINFORCEMENT SHALL HAVE A MINIMUM LAP OF "B" TYPE, (ACI 318-08, SECTION 12.15.1) AT SPLICES UNO. 10, PROVIDE 3"x6"x20 GAGE SHEET METAL BAR CHAIRS AT 4'-0" MAXIMUM CENTERS EACH WAY FOR ALL TOP REINFORCING FOR SLABS ON GRADE, 11. SUBMIT REINFORCING PLACEMENT AND DETAIL (SHOP) DRAWINGS FOR REVIEW, NO REINFORCING BARS SHALL BE INSTALLED UNTIL THE SHOP DRAWINGS HAVE BEEN REVIEWED AND RETURNED, 12. PRODUCTS AND MATERIALS: A. TYPE 1 PORTLAND CEMENT SHALL CONFORM TO ASTM -C150. B. AGGREGATES SHALL CONFORM TO ASTM C-33, C. REINFORCING BARS SHALL CONFORM TO ASTM A-615 (GRADE 60), D. FORMING SHALL BE OF WOOD, STEEL, OR FIBERGLASS OF SATISFACTORY QUALITY AND CONDITION. E. NO ADMIXTURES SHALL BE ADDED TO THE CONCRETE UNLESS APPROVED BY THE ENGINEER, F. NON -SHRINK GROUT SHALL BE READY TO USE NON-METALLIC AGGREGATE AND DEVELOP A 7 -DAY COMPRESSIVE STRENGTH OF 5000 PSI, 13, ALL REINFORCING SHALL BE SUPPORTED IN FORMS SPACED WITH NECESSARY ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER IN ACCORDANCE WITH CRSI "MANUAL OF STANDARD PRACTICE" (2001). 14. MINIMUM CONCRETE COVER (UNO) SHALL BE: A. #11 .BARS AND SMALLER = J" B. UNFORMED SURFACE IN CONTACT WITH THE GROUND = 3" C. FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 BARS AND LARGER = 2" #5 BARS AND SMALLER = 1j" 15, LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNO. WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE CLASS "B" SPLICES. TENSION SPLICES (INCHES) COMPRESSION SPLICES (INCHES) BAR TOP BARS OTHER BARS SIZE A B A B 3 22 28 17 22 12 4 29 37 22 29 15 5 36 47 28 36 19 6 43 56 33 42 23 7 63 81 48 63 25 16, SCHEDULED OR DETAILED REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY REASON. WELDED REINFORCING STEEL SPLICES ARE NOT PERMITTED WITHOUT ENGINEER APPROVAL, WHERE WELDING IS APPROVED IT SHALL CONFORM TO AWS D1.4 STRUCTURAL WELDING CODE - REINFORCING STEEL. 17, CORNER BARS SHALL BE OF EQUAL SIZE AND SPACING AS THE MAIN REINFORCING WITH LAP SPLICE LENGTHS EQUAL TO 44 BAR DIAMETERS MINIMUM, 18, THE FLATNESS AND LEVELNESS OF THE SLAB -ON -GRADE SHALL BE DETERMINED ACCORDING TO ASTM E-1155 OR ACI 117, SLAB CLASS 5 (ACI 302) STANDARD TEST METHOD USING F NUMBERS. THE SPECIFIC FLATNESS AND LEVELNESS SHALL BE F/F-35 AND F/L-20. 19. WHERE FOOTINGS OR OTHER STRUCTURAL ELEMENTS INTERSECT, CORNER OR TEE, PROVIDE CORNER BARS WITH REQUIRED LAP LENGTHS TO PROVIDE CONTINUITY OF HORIZONTAL STEEL REINFORCING U.N.O. 20, PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL AND MISCELLANEOUS ELEMENTS UNTIL CONCRETE HAS OBTAINED 80% OF DESIGN STRENGTH AND ALL PERMANENT BRACING ELEMENTS ARE INSTALLED, 21. PLACEMENT OF CONCRETE, COLD WEATHER AND HOT WEATHER PRECAUTIONS, MATERIAL AND PROPORTIONING REQUIREMENTS, REBAR COVER AND DETAILING SHALL CONFORM TO REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE (ACI) 318-08. 22. ALL CONDUIT, SLEEVES AND PIPES EMBEDDED IN CONCRETE SHALL CONFORM TO SECTION 6,3 OF ACI 318 AND THE FOLLOWING: A. SLEEVES AND PIPES SHALL BE PLACED SO THAT REINFORCING STEEL CAN BE PLACED WITH THE SPECIFIED COVER AND CLEAR DISTANCE BETWEEN BARS. B. THE CONCRETE COVERING OF PIPES AND SLEEVES SHALL NOT BE LESS THAN 1". CLEAR DISTANCE BETWEEN SUCH PIPES AND SLEEVES SHALL NOT BE LESS THAN 14". C. CONDUITS AND PIPES PLACED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIAMETER THAN THE THICKNESS OF SLAB, IF IT IS NECESSARY TO USE LARGER CONDUIT OR PIPES, THE SLAB SHALL BE THICKENED, Lu Lu 2 Lu w z a U)Um U V) Z [wSFT-GLu oo - W' > WJ 0�w zF-z�aLLu C) -3Uw e Z�w W�� `Icn�j LU�zwLLILDcj < tea- UwF-Zw:1)QcnZzw zi �UILow~.cy-< ff`Z W c �w�.C-) L'�F-v'oozE- Lu DO W O W DUDw LOUpa-D� Ey X ELLL u Jo-wwc� U) =Ow=0-U LLJ pU)z z=.�wz�a_i� oowo F- F- Q CO Q a. to F- to (n o U Z co U 0 REVISIONS P.R0,JEC`I' NI. NI3ER 201120 DATE G --I-13 SHEET NUMBER, - � J k L ccl o W o � c� Q = Q F-�U V) Q N 'v a^ vj U REVISIONS P.R0,JEC`I' NI. NI3ER 201120 DATE G --I-13 SHEET NUMBER, - � J k MECHANICAL NOTES: GENERAL: 1. "VERIFY" SHALL MEAN CHECK CONDITIONS ON SITE AGAINST DRAWINGS AND SPECIFICATION AND ADJUST WORK TO MATCH EXISTING. OBTAIN RULING FROM OWNER ON ANY ITEMS REQUIRING CLARIFICATION 2. PROVIDE A COMPLETE FUNCTIONAL HVAC SYSTEM WITH ALL ACCESSORIES REQUIRED FOR PROPER OPERATION ALL IN ACCORDANCE WITH THE APPLICABLE STATE AND LOCAL AUTHORITY, ;CODES, LAWS & ORDINANCES AND STATE AND LOCAL AUTHORITY ACCESSIBILITY LAWS AND ORDINANCES. 3. THE SYSTEMS SHALL BE FREE FROM ANY OBJECTIONABLE NOISES AND VIBRATIONS. 4. ALL MECHANICAL WORK & EQUIPMENT SHALL CONFORM TO THE CURRENT REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. MECHANICAL WORK SHALT_ COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - MECHANICAL & LOCAL AMENDMENTS, NFPA-54, NFPA-90A, SMACNA & ASHRAE GUIDI_INES. 5. CONTRACTOR SHALL SECURE ALL PERMITS, INSPECTION CERTIFICATES, AUTHORITY APPROVALS AND PAY ALL RELATED FEES AND CHARGES. 6. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE OWNER. 7. THE CONTRACTOR SHALL CONFIRM AND ENSURE THAT ALL MECHANICAL WORK CONFORMS TO THE CURRENT REQUIREMENTS OF THE LOCAL BUILDING INSPECTION DEPARTMENT. 8. ALL MECHANICAL EQUIPMENT AND MATERIALS SHALL BE, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, 9. THE CONTRACTOR SHALL PREPARE DUCT CONSTRUCTION SHOP DRAWINGS, TO SCALE, (MIN, SCALE 1/4" =1 FT). SUBMIT TO THE OWNER FOR REVIEW PRIOR TO FABRICATION AND INSTALLATION. DUCT SHOP DRAWINGS SHALL BE UPDATED, DURING CONSTRUCTION, TO SHOW ANY CHANGES MADE DURING CONSTRUCTION AND SUBMITTED TO THE OWNER AT THE END OF THE PROJECT FOR "AS -BUILT" RECORD. 10. THE MECHANICAL (SUB)CONTRACTOR SHALT_ COORDINATE THE SPACE REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT AND DUCTWORK WITH THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING AND FABRICATION OF STRUCTURAL ELEMENTS, INCLUDING ROOF TRUSSES, TO SUIT THE PROPOSED ROUTING OF THE DUCTWORK AND LOCATION OF EQUIPMENT, PROVIDE ADEQUATE CLEARANCES AROUND, AND ACCESS TO, ALL EQUIPMENT FOR MAINTENANCE, 11. WALL, FLOOR OR CEILING SURFACES DISTURBED DURING THE COURSE OF THE MECHANICAL WORK SHALL BE REPAIRED TO MATCH NEW &/OR EXISTING SURROUNDING CONDITIONS. 12. REFER TO ARCHITECT'S REFLECTED CEILING PLANS FOR LOCATION OF LIGHTS AND OTHER CEILING MOUNTED DEVICES. COORDINATE AIR DISTRIBUTION DEVICES WITH THIS REFLECTED CEILING PLAN. IF A PARTICULAR ITEM CANNOT BE LOCATED APPROXIMATELY AS SHOWN ON THE HVAC LAYOUT THE CONTRACTOR SHALL PREPARE A DRAWING SHOWING A PROPOSED LOCATION AND SHALL SUBMIT IT TO THE OWNER FOR APPROVAL. 13. COORDINATE THE INSTALLATION OF THE DUCTWORK, EQUIPMENT, PIPING, ETC., TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL & STRUCTURAL CONDITIONS. CUTTING OR ALTERING ANY STRUCTURAL MEMBER SHALL NOT BE PERMITTED. 14. DO NOT SCALE DRAWINGS, THE CONTRACTOR SHALL VERIFY ALL SIZES, MATERIALS, TEMPERATURES AND PRESSURES BEFORE ORDERING OR FABRICATION OF ANY MATERIALS. 15. WHERE DUCT OR PIPE SECTION SIZE IS NOT INDICATED, IT SHALL BE THE SAME SIZE AS THE LAST SIZED UPSTREAM SECTION. 16. THE SCHEDULED 'BASIS OF DESIGN" IS INTENDED TO INDICATE THE PERFORMANCE REQUIRED FOR THE PARTICULAR ITEM OF EQUIPMENT. SUBSTITUTIONS WILL BE PERMITTED. SUBSTITUTIONS SHALL BE DEEMED TO INCLUDE ALL ASSOCIATED CHANGES TO BUILDING, STRUCTURE & OTHER SERVICES WITHOUT ANY ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT SUBSTITUTIONS SHALL FIT INTO THE SPACE AVAILABLE WITH PROVISIONS FOR PROPER ACCESS, MAINTENANCE, PARTS REPLACEMENT, WEIGHT ALLOWANCE & FOR COORDINATION WITH OTHER TRADES ( INCLUDING ELECTRICAL, PLUMBING, STRUCTURAL AND ARCHITECTURAL). 17. MANUFACTURER CATALOG SHOP DRAWINGS SUBMITTED SHALL BE MARKED TO INDICATE PROJECT SPECIFIC INFORMATION, FULL MODEL NUMBERS; IDENTIFY AND HIGHLIGHT SCHEDULED' ITEM CAPACITIES; HIGHLIGHT INCLUDED OPTIONS AND EDIT OUT THOSE THAT ARE NOT PROVIDED; CLEARLY IDENTIFY DEVIATIONS FROM SPECIFIED AND SCHEDULED CAPACITIES, ' 18. ALL EQUIPMENT PROVIDED SHALL BE COMMERCIALLY AVAILABLE PRODUCTS SPECIFICALLY MADE FOR THE APPLICATION FOR WHICH IT IS INTENDED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION AND START-UP INSTRUCTIONS. 19, A TECHNICIAN, FACTORY TRAINED AND CERTIFIED BY THE MANUFACTURER OF THE HVAC EQUIPMENT PROVIDED SHALL PERFORM PRE START-UP CHECKS AND SHALL SUBMIT A REPORT TO THE OWNER ON EACH SPLIT SYSTEM. THIS REPORT SHALL INCLUDE CERTIFICATION, IN WRITING, THAT EQUIPMENT IS CORRECTLY INSTALLED, INCLUDING PROPER DRAINAGE FROM DRAIN PANS AND SEALING OF ALL AIR LEAKS, ELECTRICAL CONNECTIONS AND TERMINALS TIGHTNESS, INDOOR FILTER ARE CLEAN, IN PLACE AND EASILY REPLACEABLE, FANS AND COMPRESSORS ROTATE CORRECTLY, ELECTRICAL AMP DRAWS SHALL BE RECORDED AND CERTIFIED WITHIN ,MANUFACTURERS RECOMMENDED LIMITS, REFRIGERANT SUCTION AND DISCHARGE PRESSURES FOR ALL CIRCUITS WITH STATEMENT THAT SYSTEMS ARE CORRECTLY CHARGED. ELECTRICAL/CONTROLS: 20. THE CONTRACTOR SHALL VERIFY THE ELECTRICAL SUPPLY VOLTAGES AND PHASES ON THE ELECTRICAL PLANS AND ON SITE BEFORE ORDERING ANY ELECTRICALLY OPERATED EQUIPMENT. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE PROVIDED & INSTALLED WITH SUITABLY PROTECTED AND RATED DISCONNECT SWITCHES. 21, MOUNT THERMOSTATS AS INDICATED ON PLANS 48" A.F.F. UNLESS OTHERWISE NOTED OR AS REQUIRED FOR ACCESSIBILITY CODE COMPLIANCE. COORDINATE LOCATION OF THERMOSTATS WITH CABINETRY AND OTHER SERVICES.. THE THERMOSTATS SHALL NOT BE INSTALLED ON OUTSIDE WALLS, IN THE DIRECT AIR STREAM FROM ANY DIFFUSER OR WHERE IT MAY BE INFLUENCED BY HEAT GIVEN OFF FROM EQUIPMENT. 22. ALL WIRING IN THE CEILING PLENUM SHALL BE DONE PLENUM RATED CABLE OR RUN IN CONDUIT. 23. ALL CONTROL WIRING & TRANSFORMERS SHALL BE SUPPLIED UNDER THE MECHANICAL CONTRACT, ALL MECHANICAL CONTROLS SHALL BE SUPPLIED BY THE MECHANICAL CONTRACTOR. 24. SMOKE DETECTORS SHALL BE SIMPLEX, NOTIFIER, EDWARDS, FENWALL OR OTHER APPROVED BY THE LOCAL AUTHORITY. INSTALL IN THE RETURN AIR DUCTS AND WIRE TO AUTOMATICALLY SHUT DOWN THE AIR HANDLING EQUIPMENT UPON DETECTION OF SMOKE AS REQUIRED BY NFPA 90A. PROVIDE ACCESS FOR INSPECTION OF DUCT PROBES. PROVIDE AN AUXILIARY CONTACT FOR INTERLOCKING WITH A FIRE ALARM SYSTEM. REMOTE INTERLOCK WIRING SHALL BE DONE BY THE FIRE ALARM CONTRACTOR, IF THERE IS NO BUILDING FIRE ALARM SYSTEM PROVIDE AUDIBLE/VISIBLE INDICATION PER NFPA 90A. DUCTWORK: 25. SUPPLY, RETURN, OUTDOOR AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED AND INSTALLED PER THE LATEST ISSUE OF THE SMACNA DUCT HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE, FIRST EDITION, 1985 CONSTRUCTION MANUAL, SEAL ALL SUPPLY AIR DUCT JOINTS TO SMACNA SEAL CLASS "A". DUCT LEAKAGE SHALL NOT EXCEED 1 PERCENT OF THE SPECIFIED AIR FLOWS WHEN TESTED AT 1" WG. 26. DUCTING EXPOSED TO VIEW SHALL BE SPIRAL LOCK SEAM, ROUND DUCT INSTALLED NEATLY TO ARCHITECT'S APPROVAL, CLEAN AND FACTORY PRIME AND FIELD PAINT TO. ARCHITECT' SPECIFIED COLOR; THE SUPPORTS USED SHALL NOT DEFORM THE DUCT OUT -OF -ROUND. HANGERS SHALL BE APPROVED BY THE ARCHITECT, ROUND DUCT SHALL BE SINGLE/DOUBLE WALL DUCT SYSTEM, INCLUDING MANUFACTURER MADE DUCT FITTINGS, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 28, MANUAL VOLUME DAMPERS: A. DAMPERS WITH LOCKING AND INDICATING QUADRANTS TO BE INSTALLED 'IN EACH BRANCH OF DUCTS INDICATED ON THE DRAWINGS IN ADDITION TO VOLUME CONTROL AT OUTLETS, B. AFTER FINAL ADJUSTMENT OF SYSTEM, LOCK QUADRANTS AND MARK CLEARLY SHOWING DAMPER POSITION, (OPEN AND SHUT POSITIONS). C. DAMPERS IN ROUND DUCT SHALL BE SINGLE BLADE TYPE. D. DAMPERS IN RECTANGULAR DUCTS: DUCTS EQUAL TO OR LESS THAN 11" SHALL BE SINGLE BLADE; DUCTS 12" AND LARGER IN HEIGHT SHALL BE OPPOSED BLADE TYPE, 29. DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 30, ALL DUCTWORK, AND EQUIPMENT SHALL BE SUPPORTED INDEPENDENTLY FROM STRUCTURAL MEMBERS, PROVIDE ADDITIONAL SUPPORT MEMBERS WHERE REQUIRED TO ACHIEVE SMACNA RECOMMENDED SUPPORT SPACING. 31. ALL DUCT TRANSITION FROM SQUARE TO ROUND SHALL. BE SMOOTH SQUARE TO ROUND TRANSITIONS. SPIN -IN FITTINGS AT THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE, 32. DUCTWORK SHALL BE RIGID SHEETMETAL EXCEPT FOR 8 FOOT MAXIMUM FLEXIBLE DUCTS AT AIR REGISTERS. 33. WHERE FLEXIBLE DUCT IS CONNECTED TO CEILING DIFFUSERS, THE CONTRACTOR SHALL USE ONE OF THESE THREE METHODS: A. INSULATED FLEXIBLE DUCT WITH TITUS FLEXRIGHT FLEXIBLE DUCT SUPPORT, UL LISTED, TO FORM DUCT ELBOW. B. A SHEET METAL ELBOW, EXTERNALLY INSULATED. C. INSULATED FLEXIBLE METAL DUCT CONSISTING OF FLEXIBLE METAL CORE OF CORRUGATED ALUMINUM WITH EXTERNAL INSULATION. IN ALL CASES DUCT CONNECTION/ELBOW SHALL BE MADE WITH A BEND THAT HAS NOT LESS THAN ONE DUCT DIAMETER CENTERLINE REDIAL. 34. TRANSITION RECTANGULAR DUCTWORK ON THE BOTTOM AND THE SIDES. MAINTAIN DUCTWORK LEVEL AND AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE. 35. THE TYPE AND FINISH FOR REGISTERS AND LOUVERS IN CEILING SHALL BE APPROVED BY THE ARCHITECT. 36, PORTIONS OF DUCTWORK OR PIPING VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. 37. CHANGES IN ELEVATION, ACCESS DOORS AND TRANSITIONS IN DUCT SIZES ARE, OR MAY NOT, ALL BE SHOWN ON THE DRAWINGS. DUCT, CROSS -OVERS IMPLY CHANGES IN ELEVATION IN ONE OR BOTH DUCTS; TRANSITIONS IN DUCT SIZE AND SHAPE ARE IMPLIED BY SIZES SHOWN ON DRAWINGS. BIDDERS SHALL MAKE ALLOWANCE FOR THESE IN THEIR PRICE. 38. TRANSFORM DUCT SIZE SHOWN TO SUIT EQUIPMENT CONNECTION SIZE AT CONNECTIONS TO EQUIPMENT, 39. PROVIDE A FLEXIBLE DUCT CONNECTION ON INTAKE AND DISCHARGE OF FANS, AIR HANDLING UNITS, ETC. 40, ALL NEW RIGID SHEETMETAL SUPPLY, RETURN AND OUTDOOR AIR DUCTWORK, SHALL BE INSULATED WITH 2.3" THICK "FLORIDAWRAP" WITH INSTALLED R=6.5. ALL INSULATION SHALL HAVE FLAME AND SMOKE RATING OF 25 AND 50 RESPECTIVELY. OVERLAP BUTTING EDGES, FOLD, SEAL AND TAPE AND PROVIDE A CONTINUOUS VAPOR BARRIER. USE OF STAPLES WILL NOT BE ACCEPTED. RETURN AIR DUCT INSIDE THE AIR CONDITIONED SPACE NEED NOT BE EXTERNALLY INSULATED. ALL SHEETMETAL SURFACES, INCLUDING THE TOPS OF SUPPLY AIR DIFFUSERS EXPOSED ABOVE THE CEILING SHALL BE INSULATED, 41. EXHAUST DUCT SHALL NOT BE INSULATED UNLESS OTHERWISE NOTED. 42. FLEXIBLE DUCT BE UL LISTED, CLASSIFIED AS A CLASS 1 AIR "DUCT, TESTED UNDER UL STANDARD 181 AND MEET LOCAL CODE REQUIREMENTS. FLEXIBLE SUPPLY DUCTS SHALL HAVE FACTORY INSTALLED FIBER GLASS INSULATION AND A FIRE RETARDANT VAPOR BARRIER JACKET WITH A PERM RATING OF NOT OVER 0.1, A MINIMUM "R" VALUE OF 6, AND WHICH COMPLY WITH NFPA STANDARD 90A. 43. SPIN -IN COLLARS SHALL BE . PROVIDED AT ALL ROUND TAPPINGS FROM RECTANGULAR DUCTS; SHALL BE CONSTRUCTED OF GALVANIZED STEEL AND SHALL BE CONICAL TYPE EQUIPPED WITH A MANUAL BALANCING DAMPER, DO NOT PROVIDE AIR SCOOP. 44, DUCT BRANCH RUN -OUTS TO THE DIFFUSERS UNLESS OTHERWISE NOTED SHALL BE THE'SAME AS THE DIFFUSER NECK SIZES. 45. THE CONTRACTOR SHALL PROVIDE ALL FRAMING REQUIRED FOR THE INSTALLATION OF CEILING AIR REGISTERS TO SUIT THE CONSTRUCTION. 46, THE TOTAL CFMS AT DIFFUSERS MAY NOT ADD UP TO THE TOTAL CFM'S SCHEDULED FOR THE RTUS IN ALL CASES. WHERE THIS OCCURS ADJUST THE FAN DRIVES TO ACHIEVE THE DESIGN CFM'S AT THE REGISTERS. 47. PRIOR TO FINAL CONNECTION TO EQUIPMENT, BRANCH DUCTS, DIFFUSERS, ETC, ALL OPENINGS IN DUCTWORK SHALL BE SEALED TO PREVENT DIRT, DUST, DEBRIS FROM ENTERING THE AIR DISTRIBUTION SYSTEM. PIPING: 48, REFRIGERANT PIPING SHALL BE HARD -DRAWN TYPE K SEAMLESS COPPER TUBING, ASTM B88-74. FITTINGS SHALL BE WROUGHT, ANSI B16-22-63, COPPER WITH A WORKING PRESSURE OF NOT LESS THAN 300 PSIG, REFRIGERANT PIPING SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION FORM EQUIPMENT MANUFACTURER AS TO THE CORRECTNESS OF THE , LINE SIZES. 49. INSULATE ALL SUCTION LINES AND FITTINGS WITH PRE -FORMED ARMAFLEX AP INSULATION, 1" THICK. USE ARMAFLEX 520 ADHESIVE ON ALL JOINTS. ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS, SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED PER ASTM E 84 & THERMAL CONDUCTIVITY OF NO GREATER THAN 0.27 (BTU*IN)/(HR*FT2*oF) PER ASTM C 50. PROVIDE PIPE SLEEVES FOR REFRIGERANT AND CONDENSATE LINES PENETRATING EXTERIOR WALLS. SEAL VOIDS WATER -TIGHT AROUND PIPING WITH A WEATHER TIGHT PERMANENT NON -SHRINKING SEALANT, 51, REFRIGERANT LINE SETS TO BE RUN CONTINUOUSLY BETWEEN FLOORS AND EXIST OUT OF BUILDING THROUGH EXTERIOR WALL. 52, ENSURE PROPER CONDENSATE REMOVAL FROM ALL AIR HANDLING UNIT DRAINS. CONDENSATE DRAIN PIPING AND FITTINGS REQUIRE"L D SHALL BE TYPE " COPPER. INSTALL WITHOUT ANY SAGGING TO ENSURE COMPLETE DRAINAGE, PROVIDE A P -TRAP ON CONDENSATE DRAINS AT EACH UNIT, THE CONDENSATE DRAIN SHALL BE THE SAME SIZE AS THE UNIT DRAIN CONNECTION BUT SHALL NOT BE LESS THAN 3/4" DIAMETER PIPE. SLOPE CONDENSATE DRAIN PIPING MIN. 1/8" PER FOOT TOWARD DRAIN, (VERIFY WITH PLUMBING CONTRACTOR LOCATION OF DRAIN), 53, PROVIDE MIN, 1-1/2" SECONDARY DRAIN PANS UNDER EACH AIR HANDLING UNIT. PROVIDE A FLOAT SWITCH THAT WILL SHUT -DOWN UNIT IF CONDENSATE REACHES MAXIMIMUM -z" IN PAN, MISCELLANEOUS: 54, ELECTRIC HEATERS: ELECTRIC HEATERS SHALL HAVE THERMAL CUTOUTS FOR PRIMARY AND SECONDARY OVER -TEMPERATURE PROTECTION SHALL BE PROVIDED TO MEET UL AND NEC SAFETY REQUIREMENTS, INTEGRAL SAFETY CONTROLS SHALL BE FURNISHED BY THE MANUFACTURER. OWNERS MANUAL: 55. FOUR COPIES OF AN OWNERS MANUAL SHALL BE FORWARDED TO THE OWNER WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTABLE. OWNERS MANUAL SHALL INCLUDE AS MINIMUM: a. DATA STATING EQUIPMENT SIZE AND ALL INSTALLED OPTIONS FOR EACH ITEM OF MECHANICAL EQUIPMENT PROVIDED. b. COPIES OF THE INSTALLATION & PERFORMANCE REPORT BY THE REPRESENTATIVE OF THE SPLIT SYSTEMS PROVIDED. C. COPIES OF THE TEST & BALANCE REPORT, NOTATIONS OF CORRECTIVE ACTION SHALL BE INCLUDED. d. COPIES" OF THE MECHANICAL SUBCONTRACTOR'S FIRST YEAR INSTALLATION AND EQUIPMENT WARRANTIES. NOTATION SHALL BE INCLUDED TO SHOW THE EXPIRATION OF THE FIRST YEAR PARTS & LABOR GUARANTEE, & OF THE EXTENDED 4 -YEAR COMPRESSOR (ONLY) WARRANTY. e. OPERATION AND MAINTENANCE MANUALS FOR EACH ITEM OF EQUIPMENT REQUIRING MAINTENANCE, EXCEPT FOR EQUIPMENT NOT FURNISHED AS PART OF THE PROJECT, REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED f. NAMES AND ADDRESS, OF AT LEAST ONE SERVICE AGENCY. g. HVAC CONTROLS SYSTEMS MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS AND CONTROL SEQUENCE DIAGRAM. DESIRED . OR FIELD DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES OR FOR DIGITAL CONTROL SYSTEMS, IN THE PROGRAMMING COMMENTS. TEST AND BALANCE: 56. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF AN INDEPENDENT TEST, ADJUSTMENT AND BALANCE (TAB) AND COMMISSIONING AGENCY TO TEST, ADJUST, BALANCE AND COMMISSION: A. EACH SUPPLY AIR, RETURN, EXHAUST AND OUTDOOR AIR DISTRIBUTION SYSTEM, B. EACH CONTROL SYSTEM INCLUDING CALIBRATE ALL CONTROL ELEMENTS AND CHECK OPERATION INCLUDING ALL INTERLOCKS, C. OVERALL BUILDING AIR BALANCE D, REPORT ON ALL OF THE ABOVE. 57. TESTING AND BALANCING OF AIR DISTRIBUTION SYSTEMS SHALL BE PERFORMED, AT MINIMUM, IN ACCORDANCE WITH AABC NATIONAL STANDARDS, FIFTH EDITION, 1989. TEST AND BALANCE SHALL INCLUDE ALL EQUIPMENT AND DISTRIBUTION SYSTEMS AND SHALL BE REPORTED, AS A MINIMUM, ON FORMS AS PUBLISHED BY THE AABC (PAGE 213 AND 214 OF THE STANDARDS MANUAL); NEBB EQUIVALENT OR OTHER APPROVED EQUAL, 58. THE AGENCY SHALL, UNLESS APPROVED OTHERWISE BY THE OWNER, BE AN AABC OR NEBB MEMBER AND THE TAB WORK SHALL BE DONE BY AN AABC OR NEBB CERTIFIED TEST AND BALANCE TECHNICIAN AND COMMISSIONING AGENT. 59. THE TAB AGENCY SHALL CHECK ALL THE SYSTEMS OPERATING TOGETHER TO ENSURE THAT THE AIR CONDITIONED SPACES ARE UNDER AN OVERALL POSITIVE PRESSURE; SHALL CHECK AND REPORT THAT THE BUILDING ENVELOPE IS PROPERLY SEALED AND UNCONTROLLED AIR LEAKAGE INTO THE BUILDING DOES NOT OCCUR; SHALL CHECK THAT RETURN AND EXHAUST DUCTS LOCATED OUTSIDE THE AIR CONDITIONED SPACE ARE SEALED; SHALL CHECK SUPPLY AIR DUCTS FOR LEAKS TO ENSURE THAT COLD AIR LEAKAGE DOES NOT CAUSE CONDENSATION ON DUCT, EQUIPMENT AND BUILDING SURFACES ABOVE THE CEILING (DURING SUMMER TAB); SHALL CHECK RETURN AND EXHAUST GRILLES FOR PROPER SEAL AT DUCT CONNECTIONS TO ENSURE THAT AIR DOES NOT ENTER THESE DUCTS THROUGH UNCONDITIONED WALLS, CHASES, ETC. 60. THE TAB AGENCY SHALL CHECK ALL REFRIGERATION LINES FOR COMPLIANCE WITH THE EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, SHALL CHECK SUPERHEAT SETTINGS ON ALL SYSTEMS WITH LINES LONGER THAN 50 FEET, 61. INSTRUMENTS USED FOR TESTING AND BALANCING SHALL HAVE BEEN CALIBRATED. WITHIN A PERIOD OF SIX MONTHS OF THE TIME OF THE TESTING AND BALANCING AND SUCH INSTRUMENTS SHALL BE CHECKED FOR ACCURACY PRIOR TO START OF WORK. SUBMIT VERIFICATION OF CERTIFICATION TO THE OWNER. 62. FOUR COPIES OF THE COMPLETE TEST REPORT SHALL BE SUBMITTED TO THE OWNER PRIOR TO FINAL INSPECTION OF THE PROJECT. 63. THE TAB REPORT SHALL INCLUDE A LIST OF ALL DEFICIENCIES FOUND DURING THE PRELIMINARY TESTING AND A CONTRACTOR RESPONSE INDICATING REMEDIAL ACTION TAKEN FOR EACH ITEM, THE TAB WORK SHALL NOT BE DEEMED DONE WITHOUT THIS REPORT. SYMBOL MECHANICAL LEGEND BFC = SUPPLY AIR DIFFUSER - SEE GRILLE & DIFFUSER SCHEDULE. to SIDEWALL SUPPLY AIR DIFFUSER - SEE GRILLE & DIFFUSER SCHEDULE CFM = RIGID RECTANGULAR DUCTWORK WxD DRY BULB -✓'-� (� RETURN DUCT TERMINATION WITH 1/2" WIRE MESH SCREEN.. 10x1010x8 DIAMETER EA = DUCT TRANSITION QT ELECTRONIC PROGRAMMABLE THERMOSTAT ESP = MANUAL VOLUME CONTROL DAMPER (MVD) FLA = REGISTER DESIGNATION, AIRFLOW & FACE/NECK SIZE AIRFLOW CFM A 1 o SEE GRILLE & DIFFUSER SCHEDULE ON M3. SIZE HSPF = TAGFACE/NECK c CONDENSATE DRAIN �'- OUTSIDE AIR LOUVER - "RUSKIN" MODEL: ELF6375D MCA = SMOKE DETECTOR REMOTE TEST STATION & AUDIO & VISUAL DEVICE. TEST STATION ® SHALL BE NOTIFIER, RTS451 OR EQUAL, LABEL EACH TEXT STATION WITH A OA = MULTI -LAYER, MULTI -COLOR PLASTIC LABEL ENGRAVED WITH `THE RESPECTIVE HVAC RA = UNIT NO. BACKGROUND COLOR RED, LETTER COLOR WHITE. ® DUCT MOUNTED SMOKE DETECTOR ABBREVIATIONS: AFF = ABOVE FINISHED FLOOR BFC = BELOW FINISHED CEILING BTUH = BRITISH THERMAL UNITS PER HOUR CFM = CUBIC FEET PER MINUTE DB = DRY BULB 'F = DEGREES FAHRENHEIT DIA = DIAMETER EA = EXHAUST AIR EF = EXHAUST FAN ESP = EXTERNAL STATIC PRESSURE FLA = FULL LOAD.., AMPS HP = HORSEPOWER HSPF = HEATING SEASONAL PERFORMANCE FACTOR HZ = HERTZ MBH = 1000 BTUH MCA = MINIMUM CIRCUIT AMPS MOCP = MAXIMUM OVERCURRENT PROTECTION OA = OUTDOOR AIR RA = RETURN AIR SA = SUPPLY AIR SEER = SEASONAL ' ENERGY EFFICIENCY RATIO TAB = TEST AND BALANCE V VOLTS W = WATTS WB = WET BULB 0 = PHASE OR DIAMETER w W w ~o w tz_-cn t - Z G > F � JW SG W JpLlUJ W W G < LLJ p LL < LIJ 1 �1 L7p V �{-z�zl.L LL0 =JS oap�aw��� C2 V-)�z�Z~�wu =o zo w=LLo 0 Z V LL.LS :E w W �-pa� p �a-caLU ws LWT rv�zzw G O O LU Z w� 0 LL Y_� U O CrD�PLL.~p u,O LOF- :; wi P- p F- cn w Z_ -_ Z) CL U::) v� LU0 aCLtw-ELcvolE(�awwz n Lu - � - - z LL LU � r - cr i-- -� uiwt=.��ULLuwLUF=LLJLUZ LLL -t Z2� W 0�CrCLSZ)LOUW OCY I-1-QalQLLtnh-V)7 0_p V`ZmC.)p, I REVISIONS MARSHALL B LME K ENGINEERING, INC. 950 North Point Pkwy, Suite 075 Alpharetta, Ga. 00005 p: (678) 795-0333, f: (678) 795-0068 e: mibe@mbeino.net e o' O .o I REVISIONS MARSHALL B LME K ENGINEERING, INC. 950 North Point Pkwy, Suite 075 Alpharetta, Ga. 00005 p: (678) 795-0333, f: (678) 795-0068 e: mibe@mbeino.net HP1 HP3 HPD HP4 VIN v►I-LL (TYPICAL) IrIGV"r%11g1%0r%L. 1 LM%#Wl SCALE: 1/8" = V-0" GENERAL NOTES: AIRDUCT SMOKE DETECTORS SHALL BE THE PHOTO ELECTRIC TYPE WITH SAMPLING TUBE OF DESIGN AND DIMENSIONS AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC DUCT SIZE AND INSTALLATION CONDITIONS. THE DUCT HOUSING SHALL PROVIDE A SUPERVISED RELAY DRIVER CIRCUIT FOR DRIVING AN AUXILLARY ALARM RELAY WITH TWO "FORM C CONTACTS RATED AT 1AQ) 24VDC OR JA@ 12QVAC RESISTIVE. THIS AUXILARY RELAY SHALL OPERATE WHEN THE. DETECTOR REACHES ITS ALARM THRESHOLD. DUCT HOUSING SHALL INCORPORATE A REALY CONTROL TROUBLE INDICATOR LED. PROVIDE A REMOTE TEST SATTION WITH AN ALARM THRESHOLD. DUCT HOUSING SHALL INCORPORATE A REALY AND VISUAL DEVICE. DUCT SMOKE DETECTORS SHALL BE CONNECTED TO THE REMOTE MOUNTED AUDIBLE AND VISUAL DEVICE. ACTIVATION OF DUCT MOUNTED SMOKE DETECTOR WILL SIGNAL THE AUDIBLE AND VISUAL DEVICE AND THE ASSOCIATED AHU SHALL STOP IN AND ALARM CONDITION. KEYED NOTES: Q LOCATE REMOTE TEST STATION AND AUDIBLE AND VISUAL DEVICE FOR DUCT SMOKE DETECTORS IN THIS LOCATION. REMOTE TEST STATIONS SHALL BE NOTIFIER RTS451 OR EQUAL. LABEL EACH REMOTE TEST STATION WITH A MULTI -LAYER, MULTI -COLOR PLASTIC LABEL ENGRAVED WITH THE RESPECTIVE HVAC UNIT NO. BACKGROUND COLOR RED, LETTER COLOR WHITE, OUTSIDE AIR REQUIREMENTS: THE HVAC SYSTEM OUTDOOR AIR QUANTITY IN THE BUILDING MEETS THE REQUIREMENTS FOR THE VENTILATION RATE FLORIDA BUILDING CODE - MECHANICAL, TABLE 403.3. CORRIDOR AND STORAGE: CORRIDORS & WAREHOUSES: 0.05 CFM/SF 17,931 SF * 0.05 CFM/ SF = 897 CFM TOTAL OUTSIDE REQUIRED: 897 CFM OUTSIDE AIR TO BE PROVIDED BY AH1, AH2, AHS, & AH4 ■ 900 CFM NOTES; 1. HVAC SYSTEM DESIGN ASSUMES: NO -SMOKING WILL BE PERMITTED IN THE BUILDING DRYWELL NOTE: THE DRYWELL SHALL CONSIST OF A PIT 24"x24N12" DEEP FILLED WITH COURSE GRAVEL, THE DRAIN PIPE SHALL EXTEND INTO THE PIT NOT LESS THAN 6 INCHES BELOW GRADE & SHALL BE SECURELY ANCHORED IN PLACE. 414 No. 1 N ATE OF \� ®.c� ,<ORIq CONAL Li. I "' W W LLJs p W G Jr w c to -V) u� _j wsZ w_oww w SW Ti--�p��W ZU LD F - �- L LL LU Y _2 O W �O[l.s(n o <�ov 4G�-1 - Z� W ��rz�OfYW St!>(,9G �L� GSA=U �LLI��~C]ZO �O—U�I—ZW )<CVJ0. 0 W, Lr Lffi�a UaunLL �> ``a � a�twc�i �.�Ewmcev <wwati cwna-=w=c�(Lv`n<tazaLL ��T ww(J�c�LLJ W W I_LLJW Gz!_ LL 02 t TSCYWCLCrW2' � �OOWO(Y I- F- < [4 [� fn F= V], Cn Q U Z W C ? G? SHEET NUMBER MARSHALL & BQLLMAK ® ENGINEERING, INC, ® 950 North Point; Pkwy, Suite 075 Alpharetta, Ga. 00005 p: (678) 795-0333, f: (678) 795-0063 e: mbe@mbeinc.net i SHEET NUMBER MARSHALL & BQLLMAK ® ENGINEERING, INC, ® 950 North Point; Pkwy, Suite 075 Alpharetta, Ga. 00005 p: (678) 795-0333, f: (678) 795-0063 e: mbe@mbeinc.net AIR HANDLING UNIT SCHEDULE GRILLE & DIFFUSER SCHEDULE HEAT PUMP SCHEDULE TOTAL FACE TOTAL O.A. FA A N TOT. SEN. AUX. WEIGHT ELECTRICAL TYPE MVD TAO MODEL CFM CFM E.S.P. COOL COOL' HEAT (LB) V/PH/HZ MCA MOCP NOTES VOLTS/PH/HZ MCA MOCP BASIS OF (MSH) (MBH) *W) 12x12 MBH YES MSHo17 F AH1 FY4CNF060 1600 225 3/4 0.5" 46.5 35.4 --- 198 208/1/60 6.5 15 1,2,3,4,5,6 AH2 FY4CNF060 1600 225 3/4 0.5" 46.5 35.4 --- 198 208/1/60 6.5 15 1,2,3,4,5,6 AH3 FY4CNF060 1600 225 3/4 0.5" 46.5 35.4 --- 198 1 208/1/60 6.5 15 1,2,3,4,5,6 AH4 FY4CNF060 1600 225 3 4 0.5" 46.5 35.4 --- 198 208/1/60 6.5 15 1,2,3 4,5 6 NOTES: 1,2,3 1. COOLING CAPACITY BASED ON 80°F DB/67T WB INDOOR ENTERING AIR TEMPERATURE AND 95"F DB OUTDOOR TEMP. 46.5 2. ESP DOES -NOT INCLUDE COIL, CASING, OR FILTER LOSSES. 28.3 13.5 3. PROVIDE WITH SINGLE POINT WIRING KIT, FACTORY INSTALLED THERMOSTATIC EXPANSION VALVE, DISCONNECT KIT & 208 3 60 CONDENSATE DRAIN TRAP KIT, 35 25HCA348A 4. PROVIDE EASILY ACCESSIBLE FILTER IN COMMON RETURN & OUTDOOR AIR PATH. 1,2,3 NOTES: 5. THERMOSTAT - ELECTRONIC PROGRAMMABLE THERMOSTAT WITH CLEAR LOCKING COVER, 6. FOR TUBING LINE SETS BETWEEN 50' & 175' HORIZONTAL OR 20' VERTICAL DIFFERENTIAL SHALL BE 1. COOLING SIZED & INSTALLED AS PER THE "RESIDENTIAL SPLIT -SYSTEM LONG -LINE APPLICATION GUIDELINE". BASED ON 80-F DB/67°F WB INDOOR ENTERING AIR TEMPERATURE SELECTIONS :ARE BASED ON PRODUCTS BY CARRIER. TEMP. 2. PROVIDE EQUAL PRODUCTS: LENNOX, TRANE, RUUD, YORK OR AS APPROVED BY OWNER. CYCLE PROTECTOR, FILTER DRYER, HIGH PRESSURE SWITCH, ISOLATION RELAY, LOW CONDENSATE PUMP SCHEDULE GRILLE & DIFFUSER SCHEDULE HEAT PUMP SCHEDULE TOTAL FACE AMPS FANCFM TOTAL ESP TOTAL DUTY SIZE OR TYPE MVD MODEL CARRIER 75 9.6 TAG TONS COOLING 0.67 HEATING SEER HSPF VOLTS/PH/HZ MCA MOCP BASIS OF A,B NOTES SUPPLY 12x12 MBH YES MSHo17 F B,C,D,E NOTES: A. VERIFY FINISH WITH ARCHITECT. B. DOUBLE DEFLECTION SUPPLY REGISTER C. SEE PLANS FOR NECK SIZES, SQUARE SUPPLY DIFFUSERS NECK SIZE SHALL BE SAME AS BRANCH DUCT, DESIGN E. PROVIDE WITH FACTORY APPLIED FOIL -FACED, R-6 INSULATION FORMED TO FIT CONTOUR OF WITH HP1 4.0 46.5 SELECTIONS ARE BASED. ON. PR®DUCT8 BY: PRICE 28.3 13.5 8.4 208/3/60 22.7 35 25HCA348A 1,2,3 HP2 4.0 46.5 28.3 13.5 8.4 208/3/60 22.7 35 25HCA348A 1,2,3 HP3 4.0 46.5 28.3 13.5 8.4 208/3/60 22.7 1 35 25HCA348A 1,2,3 HP4 4.0 46.5 28.3 13.5 8.4 208 3 60 22.7 35 25HCA348A 1,2,3 NOTES: 1. COOLING CAPACITY BASED ON 80-F DB/67°F WB INDOOR ENTERING AIR TEMPERATURE AND 95F DB OUTDOOR TEMP. 2. PROVIDE WITH CRANKCASE HEATER, CYCLE PROTECTOR, FILTER DRYER, HIGH PRESSURE SWITCH, ISOLATION RELAY, LOW AMBIENT PRESSURE SWITCH, OUTDOOR THERMOSTAT, SUPPORT FEET AND TIME DELAY RELAY. 3. FOR TUBING LINE SETS BETWEEN 50' & 05' HORIZONTAL OR 20' VERTICAL DIFFERENTIAL SHALL BE SIZED & INSTALLED AS PER THE "RESIDENTIAL SPLIT -SYSTEM LONG -4 -INE APPLICATION GUIDELINE". SELECTIONS ARE BASED ON PRODUCTS BY CARRIER EQUAL PRODUCTS: LENNOX, RUUD, TRANE, YORK OR AS APPROVED BY OWNER. CONDENSATE PUMP SCHEDULE GRILLE & DIFFUSER SCHEDULE EXHAUST FAN SCHEDULE TOTAL FACE AMPS FANCFM NOTES ESP TAG DUTY SIZE OR TYPE MVD MODEL NOTES 75 9.6 LENGTH 48 115/1/60 0.67 PENN Zt A SUPPLY AS NOTED LOUVERED FACE YES 620D A,B B SUPPLY 12x12 3 -CONE YES TMS B,C,D,E NOTES: A. VERIFY FINISH WITH ARCHITECT. B. DOUBLE DEFLECTION SUPPLY REGISTER C. SEE PLANS FOR NECK SIZES, SQUARE SUPPLY DIFFUSERS NECK SIZE SHALL BE SAME AS BRANCH DUCT, D. VERIFY FRAME TYPE WITH ARCH REFLECTED CEILING PLAN. E. PROVIDE WITH FACTORY APPLIED FOIL -FACED, R-6 INSULATION FORMED TO FIT CONTOUR OF WITH DIFFUSER BACK. INSULATION SHALL BE CONTINUOUSLY GLUED & SEALED AROUND OUTER AT SPECIFIED CFM. PERIMETER OF OUTER CONE TO FORM VAPOR SEAL. SELECTIONS ARE BASED. ON. PR®DUCT8 BY: PRICE EQUAL PRODUCTS. METAL-AIRE, KRUEGER, TITUS CONDENSATE PUMP SCHEDULE ELECTRIC HEATER SCHEDULE EXHAUST FAN SCHEDULE TOTAL MARK AMPS FANCFM NOTES ESP WATTS ;, VOLTS/PH/HZ HEAD MODEL NOTES EF1 MODEL 75 9.6 .375 48 115/1/60 0.67 PENN Zt 1, 113 EF2 CP 75 15' .375 48 115/1/60 EC -400 PENN Zt::j 1,2,3 NOTES: SELECTIONS ARE BASED ON PRODUCTS BY: LITTLE GIANT 1 NOTES: 1, PROVIDE WITH INSECT SCREEN. SELECTIONS ARE BASED ON PRODUCTS BY RUSKIN EQUAL PRODUCTS BY: PENN VENTILATOR, NAILOR, ARROW UNITED. 1. FURNISH WITH WALL CAP SL20, SQUARE TO ROUND TRANSITION & BACKDRAFT DAMPER. 2. FURNISH WITH SPEED CONTROLLER MOUNTED TO UNIT CASING AND MARKED AT SPECIFIED CFM. 3. INTERLOCK WITH TOILET ROOM LIGHTS SELECTIONS ARE BASED ON PRODUCTS BY PENN VENTILATOR. EQUAL PRODUCTS: COOK, ACME, QREENHECK CONDENSATE PUMP SCHEDULE ELECTRIC HEATER SCHEDULE MARK TOTAL VOLTS/PH/HZ AMPS MODEL NOTES WH1 MARK QPH HEAD HP VOLTS/PH/HZ FLA MODEL NOTES 9.6 AFA-0500-IF (FT) NOTES: 0.67 1. PROVIDE WITH CIRCUIT BREAKER & BUILT-IN THERMOSTAT 2. PROVIDE WITH 2" SEMI -RECESSING MOUNTING SLEEVE, SELECTIONS ARE BASED ON PRODUCTS BY: MARKEL CP 0.5 15' 19 WATTS 115/1/60 0.24 EC -400 1 NOTES: 1. PROVIDE WITH SUCTION, VENT & DRAIN TUBING, TUBING ADAPTOR & SAFETY SWITCH, SELECTIONS ARE BASED ON PRODUCTS BY: LITTLE GIANT STRAP HANGERS (TABLE 1) W U R Q N � LA TABLE 1 STRAP HANGERS (PAIR) SPACED ELECTRIC HEATER SCHEDULE MARK KW VOLTS/PH/HZ AMPS MODEL NOTES WH1 2.0 208/11/60 - 9.6 AFA-0500-IF 1,2 WH2 - 2.0 1 208/11/60 9.6 AFA-0500-IF 1,2 NOTES: 0.67 1. PROVIDE WITH CIRCUIT BREAKER & BUILT-IN THERMOSTAT 2. PROVIDE WITH 2" SEMI -RECESSING MOUNTING SLEEVE, SELECTIONS ARE BASED ON PRODUCTS BY: MARKEL EQUAL MANUFACTURERS: QMARK, RAYWALL STRAP HANGERS (TABLE 1) W U R Q N � LA TABLE 1 STRAP HANGERS (PAIR) SPACED LOUVER SCHEDULE MARK TYPE MODEL 72" SIZE FREE AREA (SF) NOTES L1 STATIONARY ELF6375DX 1"x 22 GA 2412 0.67 1 L2 STATIONARY ELF6375DX CONCEAL IN WALL. 24x12 0.67 1 L3 STATIONARY ELF6375DX SPECIAL ANALYSIS REQUIRED 2412 0.67 1 L4 STATIONARY ELF6375DX 24x12 0.67 1 NOTES: 1, PROVIDE WITH INSECT SCREEN. SELECTIONS ARE BASED ON PRODUCTS BY RUSKIN EQUAL PRODUCTS BY: PENN VENTILATOR, NAILOR, ARROW UNITED. STRAP HANGERS (TABLE 1) W U R Q N � LA TABLE 1 STRAP HANGERS (PAIR) SPACED W+D MAX. 10"_0" MAX. 8'-0" MAX. 5'-0" OR LESS 72" 1 "x 22 GA 1 "x 22 GA 1"x 22 GA 96" 1"x 20 GA 1"x 22 GA 120" IN 18 GA 1 "x 22 GA 168" CONCEAL IN WALL. 1"x 18 GA 192" 1"x 16 GA 192+" SPECIAL ANALYSIS REQUIRED 0 1. TABULATED DATA FROM SMACNA ALLOWS FOR DUCT REINFORCING AND INSULATION, BUT NO EXTERNAL LOAD, 2. PROVIDE HIGH DENSITY INSERT AT TRAPEZE FOR INSULATED DUCTS, RECTANGULAR DUCT HANGERS: NOT TO SCALE WALL SUPPLY DUCT FLEXIBLE CONNECTION REFRIGERANT LINES LINED RETURN PLENUM R AIR HANDLING UNIT SIZE R.A. PLENUM FOR R 2" FILTER 750 FPM MAX VELOCITY COVER VENT WITH TO CONDENSATE r - HARDWARE CLOTH PUMP I LD_ - PRIMARY AND AUXILIARY FLOOR - J CONDENSATE DRAINS VERTICAL AIR HANDLING UNIT DETAIL: NOT TO SCALE MINIMUM 12» (3) SIDES DISCONNECT SWITCH. MINIMUM 30" ON SERVICE SIDE INSTALL BY COORDINATE LOCATION WITH OWNER ELECTRICAL SUBCONTRACTOR. BOLT TO WALL. HEAT PUMP BOLT TO CONCRETE PAD REFRIGERANT PIPING.. CONCEAL IN WALL. HOUSE KEEPING PAD .!._. ANCHOR BOLTS - HEAT PUMP UNIT DETAIL: NOT TO SCALE 30' MAX CONVERGING DUCT TRANSITION: UNLESS NOTED OTHERWISE ON PLANS, ANGLES SHOWN SHALL APPLY DUCT TRANSITIONS: NOT TO SCALE \v, Ns N NNNN Nc�. 9 TE OF OR 10- is/0NAL w w LU V LLl F- f ~ ~ G Z > E- << V) w m V V) V)w W,L��-�p�w W o )w�wc� e�sU 0 LU j H IW . CK � O �� �Zw mi U)�G�C�F=-L <I�LgU� rly-Z)D .� c��cnwowoi L'LLI crF_H-���� -1�o)<,ow, wwu�cLU ��Www .LL, U r sMQYLU wast~_6,owo REVISIONS PROJECT NUMBER 20,1120 DATE SHEET NUMBER dvE MARSHALL & GOLLWRK ENGINEERING, INC. 950 North Paint Pkwy, Suite 375 Alpharetta, Ga. 00005 p: (678) 795-0333, f: (678) 795-0063 e: mbe@mbeinc.net j i� a M�M REVISIONS PROJECT NUMBER 20,1120 DATE SHEET NUMBER dvE MARSHALL & GOLLWRK ENGINEERING, INC. 950 North Paint Pkwy, Suite 375 Alpharetta, Ga. 00005 p: (678) 795-0333, f: (678) 795-0063 e: mbe@mbeinc.net j , PLUMBING NOTES: GENERAL: 1. VERIFY" SHALL MEAN CHECK CONDITIONS ON SITE AGAINST DRAWINGS AND SPECIFICATION AND ADJUST WORK TO MATCH EXISTING. OBTAIN RULING FROM OWNER_ ON ANY ITEMS REQUIRING CLARIFICATION 2. THE NEW PLUMBING SYSTEMS (DOMESTIC COLD & HOT WATER, SANITARY WASTE & VENT AND GAS) SHALL BE INSTALLED COMPLETE AND IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS AND REGULATIONS, LOCAL HEALTH DEPARTMENT STANDARDS AND THE OWNER'S REQUIREMENTS. 3. THE SYSTEMS SHALT_ BE FREE OF ANY NOISE AND VIBRATIONS. 4, THE PLUMBING WORK SHALL COMPLY WITH THE 2012 FLORIDA PLUMBING CODE, LOCAL AMENDMENTS, THE FLORIDA STATE ACCESSIBILITY CODE & ALL APPLICABLE SECTIONS OF NFPA AND ANSI AND THE GUIDELINES OF ASPE. 5. THE CONTRACTOR SHALL CONFIRM AND ENSURE THAT ALL PLUMBING WORK CONFORMS TO THE CURRENT REQUIREMENTS OF THE LOCAL BUILDING INSPECTION DEPARTMENT. 6. ALL PLUMBING EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. 7. ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB AND RUN PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS UNLESS INDICATED OTHERWISE. 8. CONTRACTOR SHALL SECURE ALL PERMITS, INSPECTION CERTIFICATES, AUTHORITY , APPROVALS AND PAY ALL RELATED FEES AND CHARGES, 9. ALL NEW PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE OWNER, 10, IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE FINISHED WORK, TESTED AND READY FOR OPERATION. ANY APPARATUS, APPLIANCE OR MATERIAL WHICH MAY BE NECESSARY TO MAKE THE WORK COMPLETE AND FULLY OPERATIONAL, EVEN IF NOT EXPLICITLY STATED, SHALL BE PROVIDED FOR BY THE CONTRACTOR. 11, ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ALL . ELECTRICAL AND MECHANICAL WORK AND STRUCTURAL: MEMBERS. 12. THE LOCATIONS OF UNDERGROUND UTILITIES (DOMESTIC WATER PIPING, SANITARY WASTE & VENT PIPING, ELECTRIC CONDUITS, ETC) IN THE AREA OF WORK SHALL BE VERIFIED PRIOR TO TRENCHING, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY & ALL DAMAGES WHICH MIGHT OCCUR BY FAILURE OF EXACTLY LOCATING & PRESERVING ANY & ALL UNDERGROUND UTILITIES, 13. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATION AND NOT LESS THAN 6" ABOVE FINISHED FLOOR TO PROVIDE CLEARANCE FOR CLEANING. 14. EXACT LOCATIONS & ROUGH -IN REQUIREMENTS FOR ALL FIXTURES & EQUIPMENT SHALL BE DETERMINED FORM ARCHITECTURAL DRAWINGS. LARGE SCALE ARCHITECTURAL DETAILS & APPROVED MANUFACTURER'S SHOP DRAWINGS. PARTICULAR ATTENTION SHALL BE DIRECTED TO FIXTURES OR EQUIPMENT FURNISHED BY OTHER TRADES, 15. PIPING IS SHOWN IN ITS GENERAL LOCATION (UNLESS DIMENSIONED). EXACT LOCATIONS SHALL BE DETERMINED BY JOB CONDITIONS. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH THAT OF OTHER TRADES & ARRANGE PIPING TO CLEAR STRUCTURAL MEMBERS & DUCTWORK. DO NOT RESTRICT ACCESS TO ANY EQUIPMENT. SANITARY & VENT PIPING: 16. ALL SANITARY WASTE & VENT PIPING & FITTINGS INSIDE THE BUILDING, ABOVE & BELOW GRADE, SHALL BE SOLID WALL SCHEDULE 40 PVC DWV AS MANUFACTURED BY CHARLOTTE PIPE & MEET ASTM D-1784, D-1785 & D-2665. 17, FOAM CORE &/OR CELLULAR CORE PVC PIPING SHALL NOT BE ALLOWED. 18. PVC PIPING OUTSIDE THE BUILDING, BELOW GRADE, SHALL BE TYPE PVC SDR -35 MEETING ASTM -D3034. 19. PVC-DWV FITTINGS FOR PIPING SHALL BE SOLVENT WELD TYPE INSIDE & UNDERSLAB MEETING ASTM D-1784, D-2665 & D-3311. CEMENTS SHALL MEET ASTM D-2565 & PRIMER MEETING ASTM F-656. CURE TIME MUST COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. EXTERIOR PIPING JOINTS SHALL BE NEOPRENE PUSH -ON TYPE. 20. PROVIDE MINIMUM COVER OF 30" FOR ALL LINES OR AS OTHERWISE NOTED ON THE DRAWINGS. 21, REFER TO ARCHITECTURAL FINISH SCHEDULE & ELEVATIONS FOR DETAILS OF FLOORS WHERE FLOOR DRAINS & CLEAN -OUTS ARE LOCATED. 22, ALL CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE, THE CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND ARCHITECT PRIOR TO INSTALLATION. DOMESTIC WATER PIPING: 23, DOMESTIC WATER PIPING BELOW GRADE SHALL BE TYPE "K" COPPER TUBING, WITH m.0 PIPE JOINTS BELOW GRADE.. UNDERGROUND PIPES SHALL BE INSIDE A PVC PIPE `LINER AND INSTALL A UNION ABOVE GRADE AT EACH END OF THE BURIED PIPE. UNDERGROUND PIPE SHALL BE DRAWN EXCEPT ANNEALED (SOFT) PIPE MAY BE USED WHERE INDICATED, 24. DOMESTIC (HOT & COLD) WATER PIPING ABOVE GRADE SHALL BE TYPE "L" COPPER TUBING, FITTINGS SHALL BE WROUGHT COPPER WITH LEAD FREE SOLDER, PIPING SHALL NOT TOUCH FERROUS MATERIALS. FIRMLY SUPPORT PIPING USING NON FERROUS PIPE SUPPORTS. 25, SHUT-OFF VALVES SHALL BE FULL PORT, THREADED OR SOLDER -END TYPE, RATED AT NOT LESS THAN 200 LB. NON -SHOCK COLD WATER WORKING PRESSURE, PROVIDE VALVES IN EACH BRANCH LINE WHETHER SHOWN ON THE DRAWINGS OR NOT. 26. PROVIDE A BALL -COCK STOP ON WATER SUPPLY IN BRANCH PIPE TO EACH PLUMBING FIXTURE WHETHER SHOWN ON 'THE DRAWINGS OR NOT, 27. UNIONS SHALL BE PROVIDED AFTER EACH SCREW TYPE VALVE AND AT EQUIPMENT CONNECTIONS. PROVIDE ISOLATION UNIONS ON ALL CONNECTIONS BETWEEN DISSIMILAR METALS. 28. COLD & HOT WATER RISERS FOR FIXTURES, UNLESS NOTED OTHERWISE SHALL BE CONCEALED IN WALLS OR PIPE CHASES. INSULATION: 29, INSULATE ALL ABOVE GROUND HOT AND COLD WATER PIPING AND FITTINGS WITH: A. PRE -FORMED ARMAFLEX AP INSULATION, 1" THICK. USE ARMAFLEX 520 ADHESIVE ON ALL JOINTS. INSULATION CONDUCTIVITY SHALL BE MAXIMUM 0.27 (BTU*IN)/(HR*FT2*oF) PER ASTM C 177, B. PRE -FORMED NOMALOCK EPFI INSULATION INSULATION, 1" THICK, WITH A PRE - GLUED PRESSURE SENSITIVE ADHESIVE CLOSURE SYSTEM. INSULATION CONDUCTIVITY SHALL BE MAXIMUM 0.27 (BTU*IN)/(HR*FT2*oF) PER ASTM C 177. C. PRE -FORMED MICRO-LOK FIBER GLASS INSULATION, 1 THICK. WITH FACTORY APPLIED LONGITUDINAL ACRYLIC CLOSURE SYSTEM & FACTORY SUPPIED BUTT STRIPS. INSULATION CONDUCTIVITY SHALL BE MAXIMUM 0.24 (BTU*IN)/(HR*FT2*oF) PER ASTM C 177. 30. THE DRAINAGE, HOT AND COLD PIPEWORK BELOW ALL LAVATORIES IN THE TOILETS WILL BE INSULATED WITH "HANDI-LAV" GUARD" INSULATING KITS AS MANUFACTURED BY TRUEBRO, INC (203) 875-2868 OR EQUAL. SUPPORT SPACING: 31. SPACING OF HANGERS AND SUPPORTS FOR ABOVEGROUND HORIZONTAL PIPING AND TUBING SHALL NOT EXCEED THE FOLLOWING: A. CAST IRON WASTE/SOIL PIPE SHALL BE SUPPORTED AT NOT MORE THAN FIVE FOOT INTERVALS AND AT EACH HUB. B. COPPER TUBING PIPE SIZE MAX. SPACING (FT) 3/4 " & SMALLER 5 1 IN. THRU 3 IN 6 C. PVC PIPE 4 D. SEE 2006 INTERNATIONAL PLUMBING CODE, TABLE 308.5, FOR PIPE HANGER SPACING FOR OTHER MATERIALS 32, SUPPORT PIPES FROM STRUCTURE. WHERE SPACING OF STRUCTURAL MEMBERS EXCEEDS THE MAXIMUM SPACING NOTED ABOVE PROVIDE ADDITIONAL SUPPORTS OF SUFFICIENT' SIZE TO SUPPORT PIPES WITHOUT EXCESSIVE DEFLECTION. 33. ADDITIONAL HANGERS SHALL BE PROVIDED ADJACENT TO ALL VALVES AND FITTINGS SIZE 6 INCHES AND LARGER. 34, ADJUST HANGERS AND SUPPORTS TO SLOPE PIPE TO CODE OR AS OTHERWISE REQUIRED FOR PROPER OPERATION OF THE SYSTEM(S). 35, UNDERGROUND PIPING SHALL BE LAID ON A FIRM BED FOR ITS ENTIRE LENGTH. MISCELLANEOUS: 36. NO "ALTERNATES" OR "EQUALS" MAY BE USED WITHOUT THE WRITTEN PRE- AUTHORIZATION BY THE ARCHITECT OR ENGINEER, 37. NON -FREEZE HOSE BIBBS SHALL BE MOUNTED 18" ABOVE FINISHED FLOOR OR AS OTHERWISE NOTED ON THE DRAWINGS. VERIFY PRIOR TO .INSTALLATIONS. 38. PROVIDE SLEEVES FOR PIPES THRU FLOORS. 39. THE PRV PROVIDED SHALL BE SUITABLE FOR THE APPLICATION. THE PLUMBER SHALL CHECK THE PREVAILING MAINS 'WATER PRESSURE AND SHALL CONSULT THE MANUFACTURER'S ENGINEERING DEPARTMENT TO VERIFY THE CORRECT SELECTION OF THE PRV PROVIDED IRRESPECTIVE OF ANY MODEL SPECIFIED ON THE DRAWINGS. 40. BACK FLOW PREVENTER AT THE BUILDING SERVICE ENTRY SHALL BE LOCAL AUTHORITY APPROVED TYPE IRRESPECTIVE OF WHAT IS SHOWN ON THE DRAWINGS, THE REQUIRED TYPE SHALL BE VERIFIED PRIOR TO BID, INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH RECOMMENDED CLEARANCES FOR TESTING AND SERVICE. PROVIDE AN UPSTREAM STRAINER IF INSTALLED AHEAD OF THE PRV, PROVIDE COMPLETE WITH TEST PORTS AND FULL PORT QUARTER TURN BALL VALVES. SYMBOL PLUMBING LEGEND - DOMESTIC (COLD) WATER PIPING - - HOT WATER PIPING = COLD WATER SANITARY PIPING - --- --- --- --- VENT PIPING - ..... - TRAP PRIMER LINE S SPRINKLER PIPING ----c----- ? PIPING TURNING DOWN Qc P -TRAP JIL VENT THROUGH ROOF --D4-- SHUT-OFF VALVE = ICE MAKER BOX FLOOR/GRADE CLEAN OUT ABBREVIATIONS: AFF = ABOVE FINISHED FLOOR BFP = BACK FLOW PREVENTER CW = COLD WATER 'F = DEGREES FAHRENHEIT DIA = DIAMETER FD = FLOOR DRAIN FS = FLOOR SINK GCO = GRADE CLEAN-OUT HD = HUB DRAIN HW = HOT WATER IM = ICE MAKER BOX IPC = 'INTERNATIONAL PLUMBING CODE LAV = LAVATORY OW = OILY WATER PRV = PRESSURE REDUCING VALVE RD = ROOF DRAIN SAN = SANITARY TYP = TYPICAL VTR = VENT THROUGH ROOF WC = WATER CLOSET WCO = WALL CLEANOUT „PLUMBING FIXTURE SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION ACCESSORIES 7. HYDRAULIC CALCULATIONS SHALL INCLUDE AN ALLOWANCE FOR INSIDE ALTO . - (1.6 GPF) FLUSH TANK HANDICAPPED TOILET, TWO PIECE, HWC MANSFIELD 137-395 VITREOUS CHINA ELONGATED RIM, WHITE, 16-3/4 HIGH BOWL, PROVIDE WITH ELONGATED OPEN FRONT SEAT WITHOUT LID APPLICABLE. REFER TO ARCHITECTURAL DRAWINGS FOR NAMES- OF ALL 8. 12" ROUGH -IN. AREAS, FIRE RATINGS, RACK LAYOUTS, ETC. THE SCOPE INCLUDES THE RESPONSIBLE FOR PROVIDING PERMANENT, FREEZE PROTECTION ON ALL GRADE ISLE WALL -HUNG LAVATORY 18-1/8" x 22", PROVIDE WITH CHICAGO FAUCET MODEL: 802-1000CP LAVATORY FAUCET LAV MANSFIELD .: 2018HBNS-4 VITREOUS CHINA, ANTI -SPLASH RIM & HIGH BACK WITH WALL WITH LEVER HANDLES, 4 SPOUT, 1/4 TURN OPERATING CARTRIDGE, EXTERIOR PROTECTION REQUIRED, SPRINKLER PIPING IN CEILING SPACES, POST INDICATOR VALVES WITH TAMPER SWITCHES, FIRE DEPARTMENT HANGERS. ADA COMPLIANT, FAUCET HOLES ON 4" CENTERS, McGUIRE 1-1/4" PTRAP, SUPPLIES & STOPS. CONNECTION, ETC., AS REQUIRED BY THE 'AUTHORITY HAVING BARRIER FREE - BI -LEVEL WALL MOUNTED WATER COOLER ' SL ELKAY EZSTL8C SELF-CLOSING WATER VALVE OPERATED BY FRONT PUSH BAR. McGUIRE 1-14" PTRAP &SUPPLIES AND STOPS.DIF / GLASS PIPE INSULATION WITH ASJ. ELECTRICAL: 115/1, 3.7 AMPS, 325 WATTS. 9. PROVIDE CONCEALED SPACE PROTECTION ABOVE CEILINGS, IN CLOSETS, ETC. JURISDICTION, INCLUDING DESIGN DENSITIES, AREA OF OPERATION AND WALL CLEANOUT - CLEANOUT TEE, DURA -COATED CAST IRON BODY, GAS AS REQUIRED BY NFPA 13. WCO ZURN Z-1441 & WATER TIGHT ABS TAPERED THREAD PLUG & ROUND, SMOOTH STAINLESS .REQUIREMENTS AND PROVIDE A SYSTEM TO SUIT. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS REQUIRED BY THE LOCAL AUTHORITY STEEL WALL COVER WITH SECURING SCREW. PROVIDE THE ARCHITECT WITH DOCUMENTED VERIFICATION OF ALL HAVING JURISDICTION PRIOR TO ACCEPTANCE, ADJUSTABLE FLOOR CLEANOUT, DURA -COATED CAST IRON BODY, WITH PROVIDE WITH VANDAL. PROOF" SECURED TOP GCO MIFAB Z -1400 -HD GAS & WATER TIGHT ABS TAPERED THREAD PLUG .& ROUND HEAVEY DUTY TOP NFPA STANDARDS UNLESS MODIFIED BY THE OWNER'S FIRE INSURANCE SCORIATED TOP ADJUSTABLE TO FINISHED FLOOR. CARRIERS INTERPRETATION GUIDE. ALL PLANS AND FINAL INSTALLATIONS USE OF UPRIGHT TYPE IS IMPRACTICAL. PROVIDE PENDANT TYPE CHROME 3/8" INLETS & 3/8" OUTLET my LAWLER TMM-1000 UNDER-THE-COUNTER THERMOSTATIC MIXING VALVE WITH A INTEGRAL RUBBER DUCK -BILL CHECKS ARCHITECT APPROVAL OF ALL HEADS PRIOR TO INSTALLATION. CONCEALED 4. THE CONTRACTOR SHALL PREPARE AND SUBMIT DRAWINGS AND THERMOSTATIC HIGH TEMPERATURE LIMIT STOP 0 120'F. SET TO DELIVER MAX. 105'F TEMPERED WATER CALCULATIONS THAT COMPLY WITH AND PROVIDE ALL THE INFORMATION PRIOR TO BID. SPRINKLER HEADS INSTALLED IN LAY -1N ACOUSTICAL TILE 1/2" INLETS & OUTLETS, REMOVABLE FILTER SCREEN, TP MIFAB M-500 PRESSURE DROP ACTIVATED BRASS TRAP SEAL PRIMER. COMPLETE PROVIDE WITH DISTRIBUTION, UNIT MI -DU TO SERVE UP TO AND NOT BEYOND THE QUARTER POINTS OF THE 4 FT DIMENSIONS OF 2' X 4' WITH FOUR VIEW HOLES & REMOVABLE FILTER SCREEN. FOUR FLOOR DRAIN TRAPS, EWH A. 0. SMITH DEL -6 ELECTRIC WATER HEATER, 6 GAL, CAPACITY, 2000 WATT PROVIDE WITH DISCONNECT SWITCH, THERMAL EXPANSION TANK, CODE AND SHALL BE SUBMITTED FOR PERMITTING APPROVAL BY THE OWNER'S HEATING ELEMENT. ELECTRICAL: 208/1/60. APPROVED VACCUM BREAKER &'T & P VALVE. INSURANCE UNDERWRITERS AND THE AUTHORITY HAVING JURISDICTION. LIGHT FIXTURES, ETC. THE CONTRACTOR SHALL SUPPORT THE SPRINKLER 8 GPH RECOVERY RATE 0 100'F CERTIFICATION NUMBER AND DATE OF EXPIRY SHALL BE IDENTIFIED ON THE SYSTEM COMPONENTS TO MEET THE SEISMIC BRACING ' REQUIREMENT FOR FLOOR DRAIN, DURACOATED CAST IRON BODY WITH BOTTOM 6" DIAMETER NICKEL -BRONZE FINISH WITH STRAINER FD ZURN Z-415 OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP & ADJUSTIBLE 3" PIPE SIZE WITH TRAP PRIMER CONNECTION, CONTRACTOR AND OWNER PRIOR TO COMMENCING WORK ON SITE. THE COLLAR WITH TYPE "B" POLISHED, NICKEL BRONZE STRAINER. VANDAL PROOF SECURED TOP SYSTEM INSTALLER SHALL BE CERTIFIED BY THE COUNTY LOCAL AUTHORITY BE VERIFIED WITH THE STRUCTURAL ENGINEER OF RECORD PRIOR TO BID. ASSE 109 CERTIFIED EXPOSED TYPE, SELF -DRAINING, NON -FREEZE t , AND THE AUTHORITY HAVING JURISDICTION TO DO FIRE SPRINKLER NFHB MIFAB MHY-10 WALL HYDRANT WITH ASSE 1011 APPROVED ANTI -SIPHON "& VANDAL RESISTANT INTEGRAL VACUUM BREAKER WITH 3/4 MALE PROVIDE WITH OPERATING KEY. GUIDELINES OF SMACNA "SEISMIC RESTRAINT MANUAL GUIDELINES FOR COORDINATED WITH THE BUILDING AND OTHER SERVICES. HVAC D'JCTS, HOSE CONNECTION. MECHANICAL SYSTEMS", SUPPORT AND BRACING OF FIRE SPRINKLER SYSTEMS MARSHALL & BOLLW RK ENGINEERING, INC. 950 North Point Pkwy, Suite 375 Alpharetta, Ga. 30005 p: (678) 795-0333, f: (678) 795-0063 e: mbe@mbeinc.net No. 9 ATE OE .. L+ - .I -^ 13 LU w �r mwui (n Jww=zF._,LL.J�GI- w W�a��oZwQui��a�� oz�oc�cwn��z•I-W�,a`o Z W1O w =�'-� z m- �0-owl-zwDCIO) z, aiivoUw'w�o�U°��c�� Uj a- wa u,_ .<__nQozrr'LL" V) a_ Vwww'ww'I-per<I zzO�w(Y-aa.T L'E-oow02- FIRE PROTECTION NOTES: 1. THE CONTRACTOR SHALL DESIGN AND INSTALL COMPLETE HYDRAULICALLY 7. HYDRAULIC CALCULATIONS SHALL INCLUDE AN ALLOWANCE FOR INSIDE CALCULATED AND DESIGNED AUTOMATIC FIRE PROTECTION SPRINKLER AND OUTSIDE HOSE STREAMS AS REQUIRED BY THE OWNER'S INSURANCE SYSTEMS;` IN FULL COMPLIANCE WITH NFPA 13, NFPA 24 AND NFPA 20 AS UNDERWRITERS AND THE AUTHORITY HAVING JURISDICTION. APPLICABLE. REFER TO ARCHITECTURAL DRAWINGS FOR NAMES- OF ALL 8. THE CONTRACTOR SHALL DETERMINE THE NEED FOR,AND SHALL BE AREAS, FIRE RATINGS, RACK LAYOUTS, ETC. THE SCOPE INCLUDES THE RESPONSIBLE FOR PROVIDING PERMANENT, FREEZE PROTECTION ON ALL COMPLETE NEW SERVICE FROM THE TAP ,OFF THE CITY MAINS, THE SUSCEPTIBLE PARTS OF THE SYSTEM, PROVIDE A DRY PIPE SYSTEM FOR ANY UNDERGROUND SERVICE, ANY HYDRANTS EXTERNAL TO THE BUILDING, EXTERIOR PROTECTION REQUIRED, SPRINKLER PIPING IN CEILING SPACES, POST INDICATOR VALVES WITH TAMPER SWITCHES, FIRE DEPARTMENT ATTICS, ETC., SHALL, IN ADDITION TO ANY OTHER FREEZE PROTECTION CONNECTION, ETC., AS REQUIRED BY THE 'AUTHORITY HAVING REQUIRED, BE LOCATED ON THE HEATED SIDE OF THE BUILDING INSULATION JURISDICTION, ENVELOPE AND SHALL BE INSULATED WITH 1" THICK PREFORMED FIBER 2. DESIGN CRITERIA: THE CONTRACTOR SHALL DETERMINE THE SPECIFIC GLASS PIPE INSULATION WITH ASJ. REQUIREMENTS OF THE OWNER'S INSURERS AND THE AUTHORITY HAVING 9. PROVIDE CONCEALED SPACE PROTECTION ABOVE CEILINGS, IN CLOSETS, ETC. JURISDICTION, INCLUDING DESIGN DENSITIES, AREA OF OPERATION AND AS REQUIRED BY NFPA 13. REQUIRED HAZARD CLASSIFICATION AND OTHER ADDITIONAL SPECIAL 10. THE CONTRACTOR SHALL PAY ALL FEES REQUIRED, THE CONTRACTOR SHALL .REQUIREMENTS AND PROVIDE A SYSTEM TO SUIT. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS REQUIRED BY THE LOCAL AUTHORITY PROVIDE THE ARCHITECT WITH DOCUMENTED VERIFICATION OF ALL HAVING JURISDICTION PRIOR TO ACCEPTANCE, REQUIREMENTS. 11, SPRINKLER HEADS SHALL BE TEMPERATURE RATED TO SUIT THE APPLICATION 3. THE INSTALLATION SHALL BE DESIGNED IN ACCORDANCE WITH APPLICABLE AND LOCATION, THE SPRINKLER HEADS SHALL BE UPRIGHT TYPE WITH BRASS NFPA STANDARDS UNLESS MODIFIED BY THE OWNER'S FIRE INSURANCE FINISH IN AREAS WITHOUT CEILINGS. SIDEWALL TYPE CAN BE USED WHERE CARRIERS INTERPRETATION GUIDE. ALL PLANS AND FINAL INSTALLATIONS USE OF UPRIGHT TYPE IS IMPRACTICAL. PROVIDE PENDANT TYPE CHROME ARE SUBJECT TO ACCEPTANCE BY THE FIRE INSURANCE CARRIER AND THE PLATED HEADS AND ESCUTCHEON PLATES IN AREAS WITH CEILINGS, OBTAIN AUTHORITY HAVING JURISDICTION. ARCHITECT APPROVAL OF ALL HEADS PRIOR TO INSTALLATION. CONCEALED 4. THE CONTRACTOR SHALL PREPARE AND SUBMIT DRAWINGS AND TYPE HEADS MAY BE REQUIRED IN SOME AREAS. VERIFY WITH ARCHITECT CALCULATIONS THAT COMPLY WITH AND PROVIDE ALL THE INFORMATION PRIOR TO BID. SPRINKLER HEADS INSTALLED IN LAY -1N ACOUSTICAL TILE ITEMIZED UNDER NFPA 13, "WORKING PLANS", "HYDRAULIC CALCULATION CEILINGS SHALL BE INSTALLED ON THE CENTER LINE OF THE 2 FT DIMENSION FORMS", "WATER SUPPLIES". DRAWINGS SHALL BE PREPARED BY A REGISTERED AND NOT BEYOND THE QUARTER POINTS OF THE 4 FT DIMENSIONS OF 2' X 4' FIRE PROTECTION PROFESSIONAL ENGINEER OR BY A FIRE PROTECTION TILES. CONTRACTOR CERTIFIED IN THE STATE AND COUNTY TO DO SUCH WORK 12. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED FROM THE BUILDING AND SHALL BE SUBMITTED FOR PERMITTING APPROVAL BY THE OWNER'S STRUCTURE AND SHALL NOT REST ON CEILINGS TEES AND TILES, DUCTS, INSURANCE UNDERWRITERS AND THE AUTHORITY HAVING JURISDICTION. LIGHT FIXTURES, ETC. THE CONTRACTOR SHALL SUPPORT THE SPRINKLER CERTIFICATION NUMBER AND DATE OF EXPIRY SHALL BE IDENTIFIED ON THE SYSTEM COMPONENTS TO MEET THE SEISMIC BRACING ' REQUIREMENT FOR DRAWINGS AND, CALCULATIONS. CONFIRMATION OF MECHANICAL COMPONENTS AND SYSTEMS AS DEFINED IN THE STANDARD REGISTRATION/CERTIFICATION SHALL BE SUBMITTED TO THE GENERAL BUILDING CODE. THE EFFECTIVE PEAK VELOCITY RELATED ACCELERATION, CONTRACTOR AND OWNER PRIOR TO COMMENCING WORK ON SITE. THE BUILDING GROUP AND BUILDING SEISMIC PERFORMANCE CATEGORY SHALL SYSTEM INSTALLER SHALL BE CERTIFIED BY THE COUNTY LOCAL AUTHORITY BE VERIFIED WITH THE STRUCTURAL ENGINEER OF RECORD PRIOR TO BID. AND THE AUTHORITY HAVING JURISDICTION TO DO FIRE SPRINKLER SUPPORT SIZE AND LOCATION SHALL BE IN ACCORDANCE WITH THE PROTECTION WORK IN THE COUNTY, THE PIPING LAYOUT SHALL BE GUIDELINES OF SMACNA "SEISMIC RESTRAINT MANUAL GUIDELINES FOR COORDINATED WITH THE BUILDING AND OTHER SERVICES. HVAC D'JCTS, MECHANICAL SYSTEMS", SUPPORT AND BRACING OF FIRE SPRINKLER SYSTEMS RAIN AND SANITARY LINES SHALL HAVE PRIORITY OVER SPRINKLER LINE SHALL BE PERMITTED TO BE IN ACCORDANCE WITH NFPA 13 IN BUILDINGS ROUTING. SPRINKLER LINES SHALL NOT RESTRICT ACCESS TO ANY SITES WHERE THE EFFECTIVE PEAK VELOCITY RELATED ACCELERATION, AV, IS EQUIPMENT. LESS THAN 0.20. 5. IT SHALL BE THE RESPONSIBILITYOFTHE FIRE PROTECTION DESIGNER AND 13. ALL EQUIPMENT AND PIPING USED SHALL BE UL LISTED AND FM APPROVED INSTALLING CONTRACTOR TO VERIFY THAT ADEQUATE WATER SUPPLY IS FOR USE IN FIRE SPRINKLER SYSTEMS, ALL MAJOR VALVES SHALL HAVE UL AVAILABLE TO ENSURE PROPER OPERATION OF THE SYSTEM. THE DESIGN LISTED SUPERVISORY SWITCHES. THESE SHALL BE COMPATIBLE WITH ANY SHALL BE BASED ON WATER SUPPLY (PRESSURE/FLOW) INFORMATION THAT EXISTING CENTRAL ALARM SYSTEM. IS NO MORE THAN 6 MONTHS OLD OR AS OTHERWISE REQUIRED BY THE 14. GROOVED (VICTAULIC) COUPLINGS SHALL NOT BE INSTALLED ABOVE OR AUTHORITY HAVING JURISDICTION. THE FLOW TEST DATA AND A 24 HOUR NEAR ELECTRICAL SWITCHGEAR, PANELS, TRANSFORMERS, ETC, GRAPH SHALL BE INCLUDED IN THE SHOP DRAWING SUBMITTAL. THE DESIGN 15. SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN CLEAR HEIGHTS IMPLIED FACTOR OF SAFETY SHALL NOT BE LESS THAN 5% ABOVE THE LOWEST ON ARCHITECTURAL DRAWINGS (CEILING, DOOR, WINDOW, ETC., HEIGHTS). AVAILABLE WATER SUPPLY (PRESSURE/FLOW) OVER 24 HOURS OR AS 16. SPRINKLER SYSTEMS SHALL HAVE ALL APPURTENANCES REQUIRED BY NFPA OTHERWISE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 13 AND LOCAL AUTHORITIES HAVING JURISDICTION AND SHALL INCLUDE 6. THE CONTRACTOR SHALL PROVIDE ALL SWITCHES, ALL AUDIO VISUAL AN ALARM -CHECK VALVE, WATER MOTOR GONG, FLOW SWITCH, TEST SIGNALING DEVICES, CONNECTION TO THE FIRE ALARM SYSTEM, OFF-SITE VALVE ASSEMBLIES, ETC. MONITORING, COMMUNICATION WITH THE FIRE DEPARTMENT, ETC., AS 17. RECOMMENDATIONS IN THE NFPA STANDARDS ("SHOULD") SHALL BE REQUIRED BY THE OWNER'S INSURANCE UNDERWRITERS AND THE DEEMED MANDATORY ("SHALL") FOR PURPOSES OF THIS WORK. AUTHORITY HAVING JURISDICTION, THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL FIRE PROTECTION EQUIPMENT WITH THE ELECTRICAL CONTRACTOR AND SHALL PROVIDE, AND BE RESPONSIBLE, FOR THE COMPLETE WIRING OF THE SYSTEM. MARSHALL & BOLLW RK ENGINEERING, INC. 950 North Point Pkwy, Suite 375 Alpharetta, Ga. 30005 p: (678) 795-0333, f: (678) 795-0063 e: mbe@mbeinc.net No. 9 ATE OE .. L+ - .I -^ 13 LU w �r mwui (n Jww=zF._,LL.J�GI- w W�a��oZwQui��a�� oz�oc�cwn��z•I-W�,a`o Z W1O w =�'-� z m- �0-owl-zwDCIO) z, aiivoUw'w�o�U°��c�� Uj a- wa u,_ .<__nQozrr'LL" V) a_ Vwww'ww'I-per<I zzO�w(Y-aa.T L'E-oow02- 1 �p 0 SANITARY WASTE & VENT PLAN: SCALE: 1/4"=l' -O" 12„ i I SLDFI 1 Ile VTR I 211 ABOVE CEILING IVtYY 'f JAN Ul'ir- Wffllr-W TO NEAREST SAN. MAIN ON SITE AS REQUIRED, SANITARY WASTE & VENT. RISER DIAGRAM: NOT TO SCALE 0 NEW 4 SAN . LINE, CONNECT TO NEAREST SAN. MAIN ON SITE AS REQUIRED. ' "" SEE CIVIL UTILITY PLAN FOR CONTINUATION & FIRE PROTECTION PLANS a B DOMESTIC WATER PLAN: SCALE: 1 /4"-1'-0" `1 J 1 I 1 /2» 1 3/4 ` EWH 3/4,1 �\ ` 3/4» , /3 4» 1 1I( 3/4- 3/'4-1/2" 4»3/4"1/2" 1 1 /2" 1 HWC `� ' U LAV SLDF---I MV 1 111 , / NFHB , 1 I 1 SEE DOMESTIC WATER SERVICE ENTRANCE DET 1" CW LINE �5 FROM METER. DOMESTIC WATER RISER NOT TO SCALE KEY PLAN NOT TO SCALE 1 W LU 2 W W z L W W W W C� 2z F i �p� fjL' zu <[ BOE UUW Ca W a� C) LU I W�l;LU fx L O= D zoo 0� w x w�q L (cf)�0—Ca W F-Z_L1J�Q�gi Wa ZfrLLJ'U�O W <O � UQ �IwtD-of�-w�LLJ <Z1 -0x oow�w�v��`�2y0ILD� �F-aI-IL�.�_moinQww�z wLLJU al c=�wwWI��WWzlw--�z ==mwaxwsEt�o0Wo( f- I- <L m < 0- V) -- V7. V7 0 U'z m U CD SHEET NUMBER MARSHALL & S®L,LWERK ® ENGINEERING, INC. 950 North Point Pkwy, Suite 375 Alpharetta, Ga. 30005 p: (678) 795-0333, f: (678) 795-0063 F tw e: mbe@mbeinc.net j i l ~ C.W. TO I -EATER --VACIIJM RELIEF VALVE TEMPERATURE PRESSURE RELIEF VALVE N W. TO FIXTURES BALL VALVE ROUTE FULL SIZE DRAIN TO NUB DRAIN INSTALL THERMAL EXPANSION TANK ON COLD HANG FROM STRUCT, WATER SUPPLY LINE, I� X W/ 3/4' DIA. THRD, C\� ROD. TYPICAL 4 PLCS, UNION EMERGENCY DRAIN PAN \` I° DRAIN, EXTEND FULL SIZE I TO HU3 DRAIN. ELECTRIC WATER HEATER 1 10 GAL, MAXIMUM WATER HEATER PIPING DETAIL NO SCALE STRAINER, WITH FLOO1 WATERPRO( MEMBRANE MEMBRANE FLASHING .FLANGE DRAIN SUPPORT STRAP FLOOR DRAIN DETAIL: NOT TO SCALE o ' LAVATORY HOT OUTLET COLD OUTLET { 3/8" COPPER TUBING (TYP.) MIXING VALVE, LAWLER MODEL. TMM-1000, SET TO MAX. 105'F 1/2" 3 -WAY ANGLE f4STOP VALVE (TYP.) N LT NL EST MAIN MAIN UNDER LAVATORY MIXING VALVE DETAIL: NOT TO SCALE TILE FLOOR ADJUSTABLE DRAIN HEAD DRAIN BODY INSIDE CAULK -- PVC IL JI FLASHING AND COUNTER- ( I MINIMUM 12" ABOVE ROOF FLASHING OF VTR IS BY I I NORMALLY. EXTEND TO ROOFING CONTRACTOR. I ( HEIGHT OF PARAPET WHEN PLUMBING CONTRACTOR I I WITHIN 10' OF PARAPET. TO COORDINATE INSTALL. ROOF INSULATION III III ROOF DECK CORE DRILL ROOF OR ANCHOR PIPE TO ROOF PROVIDE SLEEVE IF DECK WITH U -BOLT AROUND REQUIRED BY TYPE OF PIPE AND ANGLE IRON ROOF DECK. PROVIDE WELDED OR SCREWED TO FIRE STOP SEAL BETWEEN ROOF DECK OR JOIST. PIPE AND SLEEVE OR DECKJI MINIMUM 12" BELOW ROOF PROVIDE PIPE INCREASER HUBLESS PIPE CONNECTORS IF/WHERE CODE REQUIRES A ON CAST IRON PIPE OR MINIMUM 3" VENT THRU ROOF BELL AND SPIGOT IF PVC. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN .FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE. CONDITIONS, VENT THRU ROOF (VTR):. NOT TO SCALE ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION, MEMBRANE CLAMP FLOOR SLAB AS REQUIRED FORSAME SIZE AS SEWER DEPTH OF SEWER �- UP TO 4" MAXIMUM. HUB AND SPIGOT LONG SWEEP ELBOW AT CAST IRON PIPE END OR TURN OF RUN. BELOW FLOOR. �Al SANITARY OR STORCOMBINATION WYE. AND EIGHTH BEND IN RUN, SEWER LINEENTER TOP OF PIPE. - DIRECTION OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS, LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. 'FLOOR CLEAN OUT: NOT TO SCALE c Y CW PIPING TO FIXTURES HYDRO -PNEUMATIC SHOCK ABSORBER JOSAM NO, 75003 OR EQUAL WATER PRESSURE REGULATOR WATTS NO, U513 SET 0 80 PSI MAX WITH PRESSURE GAUGE SECURE PIPING TO WALL PRESSURE / GAUGE MAIN FULL P.OW BALL VALVE --,,,,.,,, 0 ELECTRICAL GROUNDING CONNECTION PER NEC SECTION 250 '/- GRND PIPE SLEEVE TO BE ONE PIPE FINISHED FLOOR SIZE LARGER THAN PIPE, SEAL ONLY WITH APPROVED CAULKING 4. .y v4 COLD WATER SERVICE TYPE SLEEVE TO BE PVC SCH. 40 "L" COPPER, SOFT TEMPER �- AND SHALL EXTEND 1/2" . FLOW ABOVE SLAB (TYPICAL). DOMESTIC WATER SERVICE ENTRANCE NOT TO SCALE SLEEV SLAB 1/2" TRAP PRIMER SUPPLY DOMESTIC WATER LINE TRAP SEAL PRIMER DETAIL: NOT TO SCALE MARSHALL & BOLLWERK ENGINEERING, INC. ;yp 950 North Point Pkwy, Suite 375 Alpharetta, Ga. 30005 p: (6761795-0333, f: (678) 795-0063 e: mbe@mbeinc.net ►►ill C,,�'�"`S�� � 1 1 �- 1 \\\\\� P �, \ C E �%es, No, �t A' -v ATE OF SZONA L � 111 13 W w s w o w i- i-- z =s w, l- cn :WE HF--- Cr V) x��'LpO W xLn z OZ0 W Hzw�<(U)GZm z uiwu a i - D<( �F It 16Fw--<Q<j= 1C�r� a -J D - Li- LL. (� O � 'j r o V; ;oc~�W'4' LLA <Z' a �<� Q��LU L) zc L ctPz wwU�vwwwf_-wWz LLZ�I =Sa W a[Y[LD--D �00LU Ja 1-I-�m<0-V)-cnv>pUzmc.:)n PROJECT' NUMBER 201120 DArf'E, 4-I-13 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2008 CONTRACTOR SHALL PROVIDE WIRING NATIONAL ELECTRICAL CODE (NFPA 70), AS MODIFIED BY THE STATE, 15 & 20 A. CIRCUITS (LINE TO COUNTY, CITY AND/OR OTHER LOCAL CODES. THE SERVICE AND SIZES BELOW DEPENDING UPON METERING SHALL COMPLY WITH THE REQUIREMENTS OF THE ELECTRICAL BELOW: UTILITY. PRIOR TO DISTURBING THE SOIL, CONTACT THE UNDERGROUND < 100 FT #12 UTILITY LOCATION SERVICE TO LOCATE AND FLAG ALL EXISTING . 100-160 FT #10 UNDERGROUND PIPING, COMMUNICATION AND ELECTRICAL DISTRIBUTION 160-250 FT #8 CABLES/CONDUIT, 2. THE CONTRACTOR .SHALL PROVIDE ALL MATERIAL, LABOR, AND EQUIPMENT USE #8 FOR ALL TRAVELERS NECESSARY TO FURNISH A COMPLETE AND OPERABLE ELECTRICAL SYSTEM, w/ #10 IN A CODE SIZED JUNCTION BOX ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL, MANNER. 3, THE CONTRACTOR SHALL VERIFY THE FOLLOWING ITEMS WITH THE Q ELECTRICAL UTILITY AND THE OWNER AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO THE START OF WORK: i A. LOCATION, SIZE, NUMBER AND TYPE OF SERVICE TRANSFORMERS AND SERVICE LATERALS 3a B. AVAILABLE VOLTAGE, PHASE, AND CAPACITY C. AVAILABLE FAULT CURRENT AT RATED VOLTAGE PROVIDE NEXT HIGHER AIC RATING FOR PANELS BASED ON INFO FROM POWER COMPANY. -- --� D. METERING EQUIPMENT E. THAT THE REQUIRED NUMBER OF SERVICE CONDUCTORS SHOWN CAN BE CONNECTED TO THE TRANSFORMER LUGS AH F. WORK REQUIRED BY THE CONTRACTOR, IF ANY, TO MEET THE NEEDS HP AND/OR REQUIREMENTS OF THE UTILITY COMPANY FOR THIS EF PROJECT U.N.O. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND A.F.F. PAYING THE COST FOR ALL NECESSARY TEMPORARY ELECTRICAL WP POWER FOR CONSTRUCTION USE, 4. THE CONTRACTOR SHALL OBTAIN, PURCHASE, AND MAINTAIN ALL PERMITS, AND NL INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE DURATION OF THIS PROJECT. 5. THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS, AND MAKE ALL FINAL CONNECTIONS, TO EQUIPMENT FURNISHED BY OTHER TRADES, THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THE COMPLETED PROJECT, 6. PANELBOARDS AND OTHER ELECTRICAL EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE PLANS, WORKING CLEARANCES SHALL BE 36" MINIMUM, AND WIDTH OF EQUIPMENT OR 30" MINIMUM, WHICHEVER IS GREATER, WIDE, PER NEC ARTICLE 110.26, 7. THE CONTRACTOR SHALL COORDINATE THE WIDTH, DEPTH, HEIGHT, DOOR SWINGS, AND NEC ARTICLE 110.26 CLEARANCES FOR ALL PANELS, AND SAFETY SWITCHES TO INSURE THAT ALL EQUIPMENT FITS WITHIN THE SPACE ALLOWED, 8. IDENTIFY PANELBOARDS, SAFETY SWITCHES, CONTROLS, AND OTHER ELECTRICAL EQUIPMENT WITH ENGRAVED PLASTIC NAMEPLATES HAVING CONTRASTING 1/4" HIGH (OR LARGER) LETTERS, WITH NAMES TO MATCH THE SCHEDULES OR OTHER DRAWING REFERENCES. TYPEWRITTEN PANEL DIRECTORIES SHALL BE PROVIDED IN ALL PANELBOARDS, AND SHALL REFLECT AS -BUILT CONDITIONS, 9. ALL •WIRING SHALL BE INSTALLED IN CONDUIT, EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. ALL EXTERIOR CONDUITS AND EXPOSED CONDUITS SHALL BE RIGID GALVANIZED STEEL, OR INTERMEDIATE METAL CONDUIT, BUT THEY SHALL NOT BE MIXED ON THIS PROJECT. WHERE USED INDOORS MAY BE EMT. CONCEALED CIRCUITS MAY BE RUN IN EMT OR BE TYPE MC -CABLE (BX). NON-METALLIC SHEATHED (TYPE NM) CABLE IS NOT PERMITTED. IN FINISHED AREAS WITH CAVITY TYPE WALL CONSTRUCTION, ALL CONDUIT SHALL BE CONCEALED, UNLESS NOTED OTHERWISE. IN FINISHED AREAS WITH, NON -CAVITY TYPE WALL CONSTRUCTION, SURFACE MOUNTED ORS, IMC, OR EMT SHALL BE USED. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A NYLON PULL CORD RATED FOR 200 POUND TENSION. ANY OF THE FOLLOWING TYPES 'OF RACEWAYS MAY BE USED, SUBJECT TO THE NEC AND THE ADDITIONAL RESTRICTIONS LISTED, IF ANY. A. CONCEALED: 1 ORS, OR IMC. 2 . EMT. COMPRESSION, OR SET SCREW FITTINGS, BUT NOT BOTH TYPES. 3 . PVC, SCHEDULE 40. SCHEDULE 80 WHERE INDICATED ON 'THE DRAWINGS, UNDERGROUND ONLY, 4). TYPE MC CABLE. ONLY ABOVE ACCESSIBLE CEILINGS, IN WALL CAVITIES, AND ADDITIONAL USAGES AS APPROVED BY AUTHORITY HAVING JURISDICTION, AND OWNER. B. EXPOSED: 1 . ORS, OR IMC. 2 . EMT. COMPRESSION, OR SET SCREW FITTINGS. ONLY WHERE USED INDOORS AND NOT SUBJECT TO PHYSICAL DAMAGE. 3). FLEXIBLE METAL CONDUIT. 4 . LIQUIDTIGHT FLEXIBLE METAL CONDUIT. OUTSIDE AND WHERE MOISTURE IS PRESENT. 10. PROVIDE EXPANSION FITTINGS IN ALL RIGID RACEWAYS CROSSING STRUCTURAL EXPANSION JOINTS, FURNISH AND INSTALL ALL SUPPORTS REQUIRED FOR CONDUIT, MATERIALS, DEVICES, AND EQUIPMENT. ALL RACEWAY PENETRATIONS, THROUGH FIREWALLS, SHALL BE SEALED WITH UL LISTED SEALING COMPOUNDS TO MAINTAIN THE FIRE RATING OF THE WALL, ALL RACEWAYS/SLEEVES PASSING THROUGH AREAS OF DIFFERENT TEMPERATURES, I.E. FROM WARMER AREAS TO INSIDE TO OUTSIDE OF BUILDINGS SHALL BE SEALED WITH AN APPROVED PUTTY OR DUCT -SEAL TO PREVENT THE CIRCULATION OF WARM AIR TO A COLDER SECTION OF THE RACEWAY OR SLEEVE. ALL RACEWAY PENETRATIONS THROUGH EXTERIOR AND INTERIOR WALLS AND FLOORS SHALL BE PROPERLY SEALED. 11, THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF RACEWAY SYSTEMS AND ROUGHING -IN FOR ALL LOW VOLTAGE (LV) EQUIPMENT [COMPUTER, DATA, SECURITY, POINT-OF-SALE (POS), INTERCOM, TV, AND TELEPHONE] .WITH THE OWNER AND EQUIPMENT SUPPLIER(S) PRIOR TO THE INSTALLATION OF CONDUITS, JUNCTION BOXES, WIRING DEVICES, AND WIRING, ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A NYLON PULL CORD, 12. ALL PULL BOXES, DEVICE BOXES, AND JUNCTION BOXES SHALL BE SIZED PER JIG, NEW, AND THE NATIONAL ELECTRICAL CODE. ALL WIRING WITHIN BOXES SHALL BE TAGGED WITH PANEL AND CIRCUIT NUMBERS, 13. TWENTY AMP BRANCH CIRCUITS MAY BE SHOWN WITH EITHER SINGLE CIRCUIT, OR THREE CIRCUIT HOME RUNS. THREE CIRCUIT HOME RUNS SHARE A COMMON NEUTRAL, UNLESS NOTED OTHERWISE AND GROUND IN A SINGLE CONDUIT, THE CONTRACTOR MAY ELECT TO COMBINE SINGLE CIRCUIT HOME RUNS TO MAKE THREE CIRCUIT HOME RUNS, OR TO CHANGE THREE CIRCUIT HOME RUNS TO SINGLE CIRCUIT HOME RUNS, 14. PROVIDE SEPARATE GREEN, INSULATED GROUND WIRE IN ALL RACEWAYS. 15. REFER TO SINGLE LINE DIAGRAM, GROUND THE FULL SIZE SERVICE GROUNDING ELECTRODE CONDUCTOR TO THE BUILDING STEEL (IF AVAILABLE), A METALLIC COLD WATER PIPE (IF AVAILABLE) AHEAD OF THE WATER METER AND WITHIN 5' OF ITS ENTRANCE INTO THE BUILDING, THEN CONNECT TO A 6 AWG (MIN.) CONNECTED TO TWO, 3/4" BY TEN FOOT COPPERCLAD STEEL GROUND RODS SEPARATED BY 7' MINIMUM, AND THEN CONNECT TO A 4 AWG (MIN:) CONNECTED TO A 1/2" DIAMETER (MIN. BY 20' REBAR IN THE FLOOR SLAB OR FOUNDATION (IF AVAILABLE/ACCESSIBLE), ALL PER NEC ARTICLE 250,66, UNLESS NOTED OTHERWISE. 16. ALL WIRING SHALL BE 600 VOLT, COPPER, STRANDED, WITH TYPE THHN/THWN INSULATION, MINIMUM SIZE FOR POWER AND LIGHTING CIRCUITS SMALL BE 12 AWG. SIZES 10 AWG AND SMALLER SHALL BE SOLID, PROVIDE AN -EQUIPMENT GROUND WIRE IN ALL RACEWAYS, AND CABLE ASSEMBLIES. SIZE EQUIPMENT GROUNDS PER TABLE 250.122 OF THE NATIONAL ELECTRICAL CODE, 17. CONDUCTOR COLOR CODES SHALL BE AS FOLLOWS: BLACK, RED, BLUE: 208/1.20 VOLT PHASE A,B,C WHITE: NEUTRAL GREEN: ALL EQUIPMENT GROUNDS BARE: ALL NON -ISOLATED GROUNDS GREEN WITH YELLOW STRIPE ALL ISOLATED GROUNDS USE CONDUCTORS #8 AND SMALLER WITH COLOR FACTORY -APPLIED THE ENTIRE LENGTH OF THE CONDUCTORS. COLOR CODING FOR THE LARGER SIZES MAY BE ACCOMPLISHED BY USING COLORED, 1 INCH WIDE, PRESSURE -SENSITIVE PLASTIC TAPE IN HALF -LAPPED TURN FOR ' A, DISTANCE OF 6 INCHES FROM TERMINAL POINTS. APPLY THE LAST TWO LAPS OF TAPE WITH NO_ TENSION TO PREVENT POSSIBLE UNWINDING. 18. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY UNDERWRITERS LABORATORIES (OR OTHER INDEPENDENT NATIONALLY RECOGNIZED TESTING AGENCY,WHERE APPLICABLE), AND SHALL BE RATED FOR THE MAXIMUM AVAILABLE VOLTAGE AND AVAILABLE FAULT CURRENT FOR THIS PROJECT. 19. ALL DEVICE BOXES SHALL BE INSTALLED FLUSH, AND CONDUITS RUN CONCEALED IN FINISHED AREAS, EXCEPT AS SPECIFICALLY SHOWN OR NOTED OTHERWISE, VERIFY ALL DOOR SWINGS BEFORE INSTALLING SWITCH BOXES, SEE . ARCHITECTURAL DRAWINGS- FOR CABINET WORK, WALL SECTIONS, ELEVATIONS, AND OTHER DETAILS AFFECTING THE MOUNTING HEIGHT AND LOCATION OF OUTLET BOXES. 20. WIRING DEVICES: DUPLEX RECEPTACLES SHALL BE 20A., 125 VOLTS, CONSTRUCTION SERIES, HEAVY DUTY, SPECIFICATION GRADE, BACK AND SIDE WIRED, WITH GROUNDING TERMINAL AND SHALL BE IVORY UNLESS NOTED OTHERWISE, HUBBELL CR53621 OR APPROVED EQUAL. AC TOGGLE SWITCHES SHALL BE 20A,, 120-277 VOLTS, CONSTRUCTION SERIES, HEAVY DUTY, SPECIFICATION GRADE, BACK AND SIDE WIRED, WITH GROUNDING TERMINAL AND SHALL BE IVORY UNLESS NOTED OTHERWISE, HUBBELL CS12211, THREE WAY, HUBBELL CS12231, OR APPROVED EQUAL. GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLES SHALL BE 20A,, 125 VOLTS, COMMERCIAL SPECIFICATION GRADE, HUBBELL' GF53521 OR APPROVED EQUAL.' GROUND FAULT , CIRCUIT INTERRUPTER DUPLEX RECEPTACLES SHALL NOT BE THE FEED THROUGH TYPE, BUT STAND ALONE GROUND FAULT .CIRCUIT INTERRUPTER DUPLEX' RECEPTACLES, PLATES SHALL BE NYLON, STANDARD SIZE, AND GANGED FOR MULTIPLE DEVICES AT A SINGLE LOCATION. VERIFY THE DECOR THEME WITH THE ARCHITECT AND COORDINATE COLOR AS REQUIRED. WHERE USED OUTDOORS, THE OUTLET COVERS SHALL 9E "WEATHERPROOF WHILE IN USE", HUBBELL WP26MH OR APPROVED EQUAL. 21, ALL WALL OUTLETS THAT ARE SHOWN BACK TO BACK, IN FIRE RATED WALLS, SHALL BE INSTALLED WITH A MINIMUM OF 24" OF HORIZONTAL SEPARATION (TWO STUDS) PER NEC ARTICLE 300-21, AND UL REQUIREMENTS. 22, OUTLETS WITHIN 6'-0" OF ANY PLUMBING FIXTURE, AND/OR WHERE INDICATED, SHALL BE 20A 125 VOLTS, CONSTRUCTION SERIES, HEAVY DUTY, SPECIFICATION GRADE, BACK AND SIDE WIRED, WITH GROUNDING TERMINAL GROUND FAULT INTERRUPTER OUTLETS, HUBBELL GF53521, OR APPROVED EQUAL, 23, ALIGN ALL SIMILAR WIRING DEVICES IN THE SAME ROOM AT THE SAME HEIGHTS AND DISTANCES FROM ARCHITECTURAL FEATURES, UNLESS NOTED OTHERWISE. GANG ALL DEVICE BOXES AT THE SAME LOCATION, WHERE ALLOWED BY CODE. PROVIDE DIVIDERS TO SEPARATE LOW VOLTAGE (I.E., THERMOSTAT) DEVICES FROM POWER DEVICES (I.E., SWITCHES). ALL EXTERIOR WIRING DEVICES SHALL BE BLACK, OR GRAY, OR BROWN, UNLESS NOTED OTHERWISE. 24, ALL UNIT EQUIPMENT FOR EMERGENCY LIGHTING SHALL BE CONNECTED TO BRANCH CIRCUITS FOR NORMAL LIGHTING IN THE SAME AREA, UNLESS NOTED OTHERWISE, AHEAD OF ANY LOCAL SWITCHES PER NEC ARTICLE 700.12(F). 25. VERIFY THE AMPACITY REQUIREMENTS (FLA, MCA, AND MOCP), POLES (1 OR 2) AND VOLTAGE FOR ALL HVAC EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO THE PURCHASE AND INSTALLATION OF THE SAFETY SWITCHES, RACEWAYS, WIRING, AND BRANCH CIRCUIT BREAKERS. 26, DURING TRENCH BACKFILLING, FOR ELECTRICAL EXTERIOR, UNDERGROUND DUCTS AND CONDUIT(S), INSTALL CONTINUOUS, STANDARD, 4 -MIL, POLYETHYLENE, 3 INCH WIDE, DETECTABLE TYPE, BURIED CONDUIT MARKER, RED WITH BLACK LETTERS, AND IMPRINTED WITH "CAUTION BURIED ELECTRIC LINE BELOW". LOCATE DIRECTLY ABOVE DUCT AND CONDUITS AT 12 INCHES BELOW FINISHED GRADE. 27. THE CONTRACTOR SHALL COORDINATE ALL LUMINAIRE LOCATIONS AND CLEARANCES WITH THE DUCTWORK, THE REFLECTED CEILING PLAN, HVAC PLAN, AND OTHER DRAWINGS TO AVOID CONFLICTS, 28. ALL SAFETY SWITCHES SHALL BE FURNISHED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE AND SHALL NOT BE MOUNTED ON ACCESS PANELS°OF EQUIPMENT. SAFETY SWITCHES SHALL BE GENERAL ELECTRIC, SQUARE D, CUTLER -HAMMER, SIEMENS ENERGY & AUTOMATION, OR APPROVED EQUAL, AND SHALL BE FUSED OR NOT FUSED AS INDICATED, 240 VOLT, THREE POLE, GENERAL DUTY, IN A NEMA 3R ENCLOSURE FOR OUTDOOR USE OR WHERE MOISTURE IS PRESENT, AND NEMA 1 ENCLOSURE FOR INDOOR USE. UNLESS NOTED OTHERWISE, ALL FUSES SHALL BE NON-RENEWABLE, DUAL ELEMENT, TIME DELAY, CURRENT LIMITING, CLASS RK -5, OR RK -1, WITH A 200,000 AMP AC RMS INTERRUPTING RATING, AND SHALL MEET UL STANDARD 198E. 29, ALL PANELBOARDS SHALL BE CIRCUIT BREAKER TYPE, AS MANUFACTURED BY SQUARE D, CUTLER -HAMMER, GENERAL ELECTRIC, OR SIEMENS ENERGY & AUTOMATION, A. LIGHTING AND APPLIANCE PANELBOARDS SHALL BE OF PANELBOARD CONSTRUCTION, 20 INCHES WIDE (MINIMUM), 5-3/4" TO 6-1/2" DEEP, UL LISTED,' AND MEET UL 67, UL 50, UL CLASS CTL, AND FEDERAL SPECIFICATION W -P-11513 AS TYPE 1, CLASS 1, WITH SERIES RATED, BOLT -ON CIRCUIT BREAKERS, COPPER OR TIN-PLATED ALUMINUM BUS BARS, NEUTRAL BUS, GROUND BUS, AND A HINGED LOCKABLE DOOR. PROVIDE THE NUMBER OF SPACES AND SPARE CIRCUIT BREAKERS AS SHOWN IN THE PANELBOARD SCHEDULES. 30, THE BRANCH CIRCUITS SHALL BE PHASE ADJUSTED TO PROVIDE APPROXIMATE BALANCED LOADING ON EACH PANEL, AND THE SERVICE. 31. RECORDS AND SUBMITTALS: PROVIDE A MINIMUM OF FIVE COPIES OF SHOP DRAWINGS WITH TECHNICAL DATA HIGH -LIGHTED, INDICATING THAT IT MEETS THE REQUIREMENTS FOR ELECTRICAL EQUIPMENT . INSTALLED ON THIS PROJECT. SHOP DRAWINGS ARE REQUIRED FOR: PANELBOARDS, SAFETY SWITCHES, LUMINAIRES, LIGHTING CONTROLS AND WIRING DEVICES, 32, SUBSTITUTIONS: ALL COSTS INCURRED BY THE ACCEPTANCE OF SUBSTITUTIONS SHALL BE BORNE BY THE CONTRACTOR, THE ONUS SHALL BE ON THE CONTRACTOR TO PROVE THAT THE SUBSTITUTIONS ARE EQUAL TO THE BASIS OF DESIGN SPECIFIED, 33, MAINTAIN AS -BUILT DRAWINGS, UPDATED DAILY DURING CONSTRUCTION, AND PRESENT THE OWNER, WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, WITH TWO. SETS OF AS=BUILT DRAWINGS. PROVIDE THE OWNER'S PERSONNEL WITH ON-SITE INSTRUCTION IN THE OPERATION AND MAINTENANCE OF THE COMPLETED ELECTRICAL SYSTEM PRIOR TO SYSTEM ACCEPTANCE, 34, FURNISH AND INSTALL WIRING AND RACEWAYS TO ALL SIGNS, SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. 35. TEST: UPON COMPLETION OF THE WORK, PERFORM A TEST OF THE INDIVIDUAL SYSTEMS INCLUDING FEEDERS, BRANCHES, OUTLETS, LIGHTING, MOTOR APPARATUS AND APPLIANCES, TO ASSURE COMPLIANCE WITH THESE SPECIFICATIONS AND DRAWINGS. A LETTER WITH ALL PERTINENT TEST DATA RESULTS SHALL BE SUBMITTED TO THE ARCHITECT AT LEAST FIVE (5) DAYS PRIOR TO THE COMPLETION OF THE PROJECT. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, LABOR, AND MATERIALS FOR ANY ESSENTIAL INTERMEDIATE AND FINAL TESTS TO PROVIDE COMPLIANCE WITH THESE SPECIFICATIONS. 36. PROVIDE 7 DAY CALENDAR DIAL TIME CLOCK WITH BYPASS PROVISIONS FOR EXTERIOR LIGHTS. UPON COMPLETION OF THE INSTALLATION, SET THE TIME CONTROLS PER THE OWNER'S REPRESENTATIVE'S SCHEDULE, 37. PROVIDE A 2'X4'X3/4" EXTERIOR GRADE PLYWOOD COMMUNICATIONS BACKBOARD, PAINTED WITH TWO COATS, FIRE RESISTANT GRAY PAINT. PROVIDE A QUADRUPLEX OUTLET MOUNTED ON THE BOARD, AND A 4 AWG GROUND WIRE CONNECTED TO THE SERVICE GROUND FOR THE TELEPHONE SERVICE WIRING SIZE CHART LEGEND CONTRACTOR SHALL PROVIDE WIRING FOR 120 V., 15 & 20 A. CIRCUITS (LINE TO NEUTRAL) OF SIZES BELOW DEPENDING UPON CIRCUIT LENGTH BELOW: EXTERIOR LIGHT FIXTURE < 100 FT #12 AWG (CU) 100-160 FT #10 AWG (CU) 160-250 FT #8 AWG (CU) WHERE #8 AWG CONDUCTORS ARE REQUIRED USE #8 FOR ALL TRAVELERS AND SPLICE w/ #10 IN A CODE SIZED JUNCTION BOX WITHIN 10' OF, DEVICE &/OR BREAKER FOR FINAL CONNECTIONS. Q PANEL "A" �J 0 120/208V, � 30,4W. 200A MLO FINISHED FLOOR KEYED NOTES. O 4#3/0,2"C POWER COMPANY REVENUE METER. Q ; 4#3/0,1 #60.,2"C. O SERVICE ENTRANCE RATED, 200A/25OV/3P/3R ,DISCONNECT SWITCH, FUSED AT 200 AMPS, w/CLASS "J" FUSES. FINISHED GRADE 1 #40, L - _ ,,,,, ,,•_, _„ _________ _ -. TO POWER. CO. TRANSFORMER. G I I I I + 2-3/4"x10' FLOOR SLAB COLD BUILDING COPPER CLAD STEEL REBAR WATER STEEL GROUND RODS PIPE (IF AVAILABLE) (SEPARATE MIN. (IF AVAILABLE) 7'-0" APART) SEE SPEC NOTE 15 ON THIS DRAWING, SINGLE LINE DIAGRAM SCALE: NONE POWER COMPANY FLORIDA POWER & LIGHT CONTACT JOHN TRINIDAD (407) 328-1938 AVAILABLE FAULT CURRENT : VERIFY PANEL i t i i I f i I I � I 1 ----- -.. _. _l TIME CLOCK LIGHTING CONTROL DIAGRAM SCALE: NONE LIGHTS (TYPICAL) NOTES: 1, PROVIDE POWER TO THE LIGHTS IN SERIES THROUGH THE 24 HOUR / 7 DAY TIMER AND PHOTOCELL. 2. THE TIME CLOCK SHALL BE ADJUSTED SO THE LIGHTS SHALL TURN ON AT DUSK, OFF AT DAWN, AND CAN BE SCHEDULED TO TURN OFF AT THE TIMES SELECTED BY THE OWNER. 3. LOCATE PHOTOCELL ON ROOF FACING NORTHEAST FOR BEST CONTROL. MARSHALL &OLLW RN ENGINEERING, INC. 950 North Point; Pkwy, Suite 375 Alpharetta, Ga. 30005 p: (678) 795-0333, f: (678) 795-0063 e: mbe@mbeino.net L w U LUIL v w zw F mUv) LU 2 ���G�G� L7LLJ LU U WC]F-GOZW WCCt(L�LJMV) �� 5.�D7ZOf w�Qv)'�? . Q w cj s W �j L W F-'C� 4 0 �z —z <zwF-f LOLLiwQ"G Z)< tLUZ �)'D �- (F- IL ,� ��w (0C)0a- nc�wcrw L7 0-LL�m°�—�ww� cwn° :cw:cCLFj < GF -u ID V1 zz w`C��'�iiXD zaLi-Z I -H <Zm <i 4:NF-WWQU2,m UCS LEGEND f--e—i 4' STRIP FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEDULE -�---+ 4' STRIP FLUORESCENT LIGHTING FIXTURE W/ EMERGENCY BATTERY PACK KEYLESS PORCELAIN RECEPTACLE FO EXTERIOR LIGHT FIXTURE 0 OR ® EXIT LIGHT FIXTURE; SINGLE OR DOUBLE SIDED EXIT LIGHT FIXTURE WITH TWO EMERGENCY HEADS F. REMOTE EMERGENCY LIGHT FIXTURE SPST LIGHT SWITCH; TOGGLE, MOUNT 48"AFF, UNO, 0t DUPLEX RECEPTACLE, MOUNT 7'-0" A.F.F. U.N.O. SWITCH, MANUAL $1. TIMER SWITCH, MECHANICAL, 1 HOUR MAX., IN GENERAL PURPOSE ENCLOSURE. Q JUNCTION BOX (SMALL). SIZED PER NEC REQUIREMENTS. NEMA TYPE 1. STAMPED METAL, WITH KNOCK OUTS. i LIGHTING AND APPLIANCE TYPE PANELBOARD MOTOR 3a FUSIBLE DISCONNECT SWITCH; NF IS NONFUSED CIRCUIT HOME RUN (TO THE PANEL INDICATED). RACEWAY CONCEALED IN WALL OR CEILING RACEWAY EXPOSED -- --� RACEWAY CONCEALED UNDER FLOOR OR UNDERGROUND ALL MOUNTING HEIGHTS ARE TO CENTER OF BOX, UNO,. ABBREVIATIONS AH AIR HANDLING UNIT HP HEAT PUMP EF EXHAUST FAN U.N.O. UNLESS NOTED OTHERWISE A.F.F. ABOVE FINISHED FLOOR WP WEATHERPROOF GF GROUND FAULT CIRCUIT INTERRUPTER NL NIGHT LIGHT KEYED NOTES. O 4#3/0,2"C POWER COMPANY REVENUE METER. Q ; 4#3/0,1 #60.,2"C. O SERVICE ENTRANCE RATED, 200A/25OV/3P/3R ,DISCONNECT SWITCH, FUSED AT 200 AMPS, w/CLASS "J" FUSES. FINISHED GRADE 1 #40, L - _ ,,,,, ,,•_, _„ _________ _ -. TO POWER. CO. TRANSFORMER. G I I I I + 2-3/4"x10' FLOOR SLAB COLD BUILDING COPPER CLAD STEEL REBAR WATER STEEL GROUND RODS PIPE (IF AVAILABLE) (SEPARATE MIN. (IF AVAILABLE) 7'-0" APART) SEE SPEC NOTE 15 ON THIS DRAWING, SINGLE LINE DIAGRAM SCALE: NONE POWER COMPANY FLORIDA POWER & LIGHT CONTACT JOHN TRINIDAD (407) 328-1938 AVAILABLE FAULT CURRENT : VERIFY PANEL i t i i I f i I I � I 1 ----- -.. _. _l TIME CLOCK LIGHTING CONTROL DIAGRAM SCALE: NONE LIGHTS (TYPICAL) NOTES: 1, PROVIDE POWER TO THE LIGHTS IN SERIES THROUGH THE 24 HOUR / 7 DAY TIMER AND PHOTOCELL. 2. THE TIME CLOCK SHALL BE ADJUSTED SO THE LIGHTS SHALL TURN ON AT DUSK, OFF AT DAWN, AND CAN BE SCHEDULED TO TURN OFF AT THE TIMES SELECTED BY THE OWNER. 3. LOCATE PHOTOCELL ON ROOF FACING NORTHEAST FOR BEST CONTROL. MARSHALL &OLLW RN ENGINEERING, INC. 950 North Point; Pkwy, Suite 375 Alpharetta, Ga. 30005 p: (678) 795-0333, f: (678) 795-0063 e: mbe@mbeino.net L w U LUIL v w zw F mUv) LU 2 ���G�G� L7LLJ LU U WC]F-GOZW WCCt(L�LJMV) �� 5.�D7ZOf w�Qv)'�? . Q w cj s W �j L W F-'C� 4 0 �z —z <zwF-f LOLLiwQ"G Z)< tLUZ �)'D �- (F- IL ,� ��w (0C)0a- nc�wcrw L7 0-LL�m°�—�ww� cwn° :cw:cCLFj < GF -u ID V1 zz w`C��'�iiXD zaLi-Z I -H <Zm <i 4:NF-WWQU2,m UCS PROJECT NUMBER 201120 DATE 4-1-13 i PROJECT NUMBER 201120 DATE 4-1-13 E� I mll O i-56,58,60 LIFT STATION SCALE. 1/8" = 1'-0" COORDINATE FINAL LOCATION AND MOUNTING HEIGHT OF ALL OUTLETS WITH OWNER BEFORE ROUGH—IN, A-6 (TIE)Oj -6 GENERAL NOTES: IE) 1 ALL RECEPTACLES ON THIS PROJECT SHALL BE GFI TYPE UNLESS NOTED OTHERWISE. 2. COORDINATE THE MOUNTING HEIGHT OF RECEPTACLES LOCATED IN THE CORRIDORS W/ THE OWNER PRIOR TO ROUGH—IN, -6 3. MOUNT RECEPTACLES IN THE MECHANICAL ROOMS AT IE) 18' AFF, D 4. SEE WIRE SIZE CHART ON SHEET E1.1 FOR CIRCUITS NOT SIZED ON THIS SHEET. W W LU LU IT �[ V) W CO V V) J W W Z L W J p LL 1 W (D��F-L~z— -u- V Q U 0 UQoL7 z -)O W ��p� W WI_1� �F- V)�ZOOh-W= z <z V) U -- W V z W w-- V Ll- Sv<LLj V O� f Z� 7 Q V) Z ' Q 0 Z Ll Z H U 0 p W Q X Q z Q U Q t 0 W �O�V)O,LL0 -- �oU�UC)vU W `r0y0ILD�' WQ � a -[--U, ::)U<-��z V) W TW=�C>—c[ Z�t1 0� r Lu LU LIJ z SS(V W�aa-D—_ 0OWgW V) V) Q V z m U 0 KEYED NOTES. O RUN THIS CIRCUIT (#10AWG) VIA TIME CLOCK, 2O COORDINATE FINAL LOCATION OF POWER COMPANY REVENUE METER WITH OWNER, POWER COMPANY AND AUTHORITY HAVING JURISDICTION. 6 (3 COORDINATE FINAL LOCATION OF THIS PANELBOARD WITH ;) OWNER. O 3#10,1#10G.,3/4"C. O CONNECT HP1 & HP3 w/ 3#8,1#10G., 1"C. CONNECT RECEPTACLE w/ 2#8,1 #1 OG., 3/4"C. O CONNECT HP2 & HP4 w/ 3#6,1 #8G„ 1 "C. c CONNECT RECEPTACLE w/ 2#8,1#10G., 3/4"C. O PROVIDE POWER FOR AUTOMATIC DOOR OPERATOR, COORDINATE LOCATION OF POWER CONNECTION w/ DOOR VENDOR PRIOR TO ROUGH -IN OF POWER. 0 PROVIDE POWER TO SECURITY KEY PAD, COORDINATE _6 MOUNTING REQUIREMENTS w/ SECURITY CONTRACTOR.. IE) 0 . PROVIDE POWER TO LIFT STATION w/ 4#4,1#10G., 1 1/4"C., COORDINATE LOCATION IN FIELD w/ CIVIL PLANS. COORDINATE ELECTRICAL FEEDER SIZE, BREAKER SIZE, AND CONTROL PANEL CONNECTIONS w/ LIFT STATION VENDOR PRIOR TO ROUGH—IN. 1a TELEPHONE BACKBOARD PER SPECIFICATION NOTE 37 ON —6 SHEET E-1. CONNECT QUAD RECEPTACLE TO A-59, IE) PROVIDE A 2" PVC CONDUIT FROM ELECTRIC ROOM TO TELEPHONE DEMARCATION POINT AT PROPERTY LINE, J FIELD VERIFY LOCATION, W W LU LU IT �[ V) W CO V V) J W W Z L W J p LL 1 W (D��F-L~z— -u- V Q U 0 UQoL7 z -)O W ��p� W WI_1� �F- V)�ZOOh-W= z <z V) U -- W V z W w-- V Ll- Sv<LLj V O� f Z� 7 Q V) Z ' Q 0 Z Ll Z H U 0 p W Q X Q z Q U Q t 0 W �O�V)O,LL0 -- �oU�UC)vU W `r0y0ILD�' WQ � a -[--U, ::)U<-��z V) W TW=�C>—c[ Z�t1 0� r Lu LU LIJ z SS(V W�aa-D—_ 0OWgW V) V) Q V z m U 0 PROJECT NUMBER 201120 DATE 4-1-13 SHEET NUMBER MARSHALL & BQLLW RKff in ENGINEERING, INC, 950 North Point Pkwy, Suite 375 ®, Alpharetta, Ga. 30005 p: (67B) 795-0333, f: (678) 795-0063 OF 3— e: mbi�,@mbeinc.net IY� f c PROJECT NUMBER 201120 DATE 4-1-13 SHEET NUMBER MARSHALL & BQLLW RKff in ENGINEERING, INC, 950 North Point Pkwy, Suite 375 ®, Alpharetta, Ga. 30005 p: (67B) 795-0333, f: (678) 795-0063 OF 3— e: mbi�,@mbeinc.net A,CCUPANCY SENSORS PART 1. GENERAL D. PASSIVE INFRARED SENSORS SHALL UTILIZE PULSE COUNT PROCESSING LOAD %/A PHASE LOAD'%/A DESCRIP-HON AND DIGITAL SIGNATURE ANALYSIS TO RESPOND ONLY TO THOSE 1.01 WORK INCLUDED, t 2011 SIGNALS CAUSED BY HUMAN MOTION, A. CONTRACTOR'S WORK TO INCLUDE ALL LABOR, MATERIALS, TOOLS; E. PASSIVE INFRARED SENSORS SHALL UTILIZE MIXED SIGNAL ASIC WHICH 2 APPLIANCES, CONTROL HARDWARE, SENSOR, WIRE, JUNCTION BOXES AND 2LV1 PROVIDES HIGH IMMUNITY TO FALSE TRIGGERING FROM RFI (HAND—HELD 2 158 B EQUIPMENT NECESSARY FOR AND INCIDENTAL TO THE DELIVERY, REC=EPT. - G0WEPdIEtjCE RADIOS) AND EMI (ELECTRICAL NOISE ON THE LINE), SUPERIOR 4 INSTALLATION AND FURBISHING OF A COMPLETELY OPERATIONAL 2EV1 PERFORMANCE, AND GREATER RELIABILITY. 1 200 C""- OCCUPANCY SENSOR LIGHTING CONTROL SYSTEM, AS DESCRIBED L1eHT1PIG - EXTEF?IOR 2041 5 HEREIN. F. PASSIVE INFRARED SENSORS SHALL HAVE A MULTIPLE SEGMENTED LODIF 1 700 A 500 T11v1 E CLOCK - EX7. LIGHTS FRESNEL LENS, IN A MULTIPLE -TIER CONFIGURATION, WITH GROOVES—IN B. CONTRACTOR/SUPPLIER SHALL EXAMINE ALL GENERAL SPECIFICATION 2CVI THE ELIMINATE DUST AND RESIDUE BUILD—UP. 1 300 B PROVISIONS AND DRAWINGS FOR RELATED ELECTRICAL WORK REQUIRED RECEPT. - AH'1 & 3 20.111 '10 AS WORK UNDER DIVISION 16, G. ALL SENSORS SHALL BE CAPABLE OF OPERATING NORMALLY WITH 1 700 G 1,500 REC;EPT. - AH2 & 4 — ELECTRONIC BALLASTS, PL LAMP SYSTEMS AND RATED MOTOR LOADS. C. CONTRACTOR SHALL COORDINATE ALL WORK DESCRIBED IN THIS 20f1 ELE�ITF'I�s DCCP, OPER. 1 000 A SECTION WITH ALL OTHER APPLICABLE PLANS AND SPECIFICATIONS, H. COVERAGE OF SENSORS SHALL REMAIN CONSTANT AFTER SENSITIVITY 14 INCLUDING BUT NOT LIMITED TO WIRING, CONDUIT, FIXTURES, HVAC 2CV2 CONTROL HAS BEEN SET, NO AUTOMATIC REDUCTION SHALL OCCUR IN 1.000 B SYSTEMS AND BUILDING MANAGEMENT SYSTEMS. SECUPITr KEY PAD COVERAGE DUE TO THE CYCLING OF AIR CONDITIONER OR HEATING 16 17 C FANS, 1.02 EQUIPMENT QUALIFICATION 10 19 20f2 '/�IH2 I. ALL SENSORS SHALL HAVE READILY ACCESSIBLE, USER ADJUSTABLE - A A. PRODUCTS SUPPLIED SHALL BE FROM A. SINGLE MANUFACTURER THAT 20 FOR. TIME DELAY AND SENSITIVITY. SETTINGS SHALL BE 1,000 H HAS BEEN CONTINUOUSLY INVOLVED IN THE MANUFACTURING OF HAS 22 LOCATED ON THE SENSOR (NOT THE CONTROL UNIT) AND SHALL RE '15f2 OCCUPANCY SENSORS FOR A MINIMUM OF FIVE (5) YEARS. MIXING OF 076 c RECESSED TO LIMIT TAMPERING, AH2 MANUFACTURERS SHALL NOT BE ALLOWED. 24 2,-j 5 c, A 676 J. IN THE EVENT OF FAILURE, A BYPASS MANUAL OVERRIDE SHALL BE B. ALL COMPONENTS SHALL BE U.L. LISTED, OFFER A FIVE (5) YEAR 2 179 U PROVIDED ON EACH SENSOR. WHEN BYPASS IS UTILIZED, LIGHTING HF? WARRANTY AND MEET ALL STATE AND LOCAL APPLICABLE CODE 21 SHALL REMAIN ON CONSTANTLY OR CONTROL SHALL DIVERT TO A WALL 2,179 . REQUIREMENTS. 30 SWITCH UNTIL SENSOR 1S REPLACED. THIS CONTROL SHALL BE RECESSED 2 '179 A 2j 79 32 TO PREVENT TAMPERING, C. PRODUCTS SHALL BE MANUFACTURED BY AN ISO 9002 CERTIFIED 676 B 676 AH4 MANUFACTURING FACILITY AND SHALL HAVE A DEFECT RATE OF LESS K. ALL SENSORS SHALL PROVIDE AN LED AS A VISUAL MEANS OF FO THAN 1 INDICATION AT ALL TIMES TO VERIFY THAT MOTION IS BEING DETECTED 35f= HP== 2 'I7-9 A DURING BOTH TESTING AND NORMAL OPERATION. D. WALL SWITCH PRODUCTS MUST BE CAPABLE OF WITHSTANDING THE 30 39 2179 6 EFFECTS OF INRUSH CURRENT. SUBMITTALS SHALL CLEARLY INDICATE L. ALL SENSORS SHALL HAVE UL RATE, 94V-0 PLASTIC ENCLOSURES. 2 `179 G THE METHOD USED. 42 43 1.03 SYSTEM DESCRIPTION 2.03 CIRCUIT CONTROL HARDWARE — CU A. THE OBJECTIVE OF THIS SECTION, IS TO ENSURE THE PROPER A. CONTROL UNITS — FOR EASE OF MOUNTING, INSTALLATION AND FUTURE 'IIP INSTALLATION OF THE OCCUPANCY SENSOR BASED LIGHTING CONTROL n SERVICE, CONTROL UNIT(S) SHALL BE ABLE TO EXTERNALLY MOUNT SPACE SYSTEM SO THAT LIGHTING IS TURNED OFF AUTOMATICALLY AFTER 46 THROUGH A c" KNOCK—OUT ON A STANDARD ELECTRICAL ENCLOSURE 1IP REASONABLE TIME DELAY WHEN A ROOM OR AREA IS VACATED BY THE C AND BE AN INTEGRATED, SELF—CONTAINED UNIT CONSISTING SPACE LAST PERSON TO OCCUPY SAID ROOM OR AREA. Zoo INTERNALLY OF AN ISOLATED LOAD SWITCHING CONTROL RELAY AND A 1fP SPACE A TRANSFORMER TO PROVIDE LOW—VOLTAGE POWER, CONTROL UNIT B. THE OCCUPANCY SENSOR BASED LIGHTING CONTROL SHALL 50 SHALL PROVIDE POWER TO A MINIMUM OF TWO (2) SENSORS. IIP ACCOMMODATE ALL CONDITIONS OF SPACE UTILIZATION AND ALL B. RELAY CONTACTS SHALL HAVE RATINGS OF: UPACE IRREGULAR WORK HOURS AND HABITS. {. 52 53 C. CONTRACTOR SHALL WARRANT ALL EQUIPMENT FURNISHED IN C 13A — 120 VAC TUNGSTEN SP.ACF ACCORDANCE TO THIS SPECIFICATION TO BE UNDAMAGED, FREE OF 5 20A — 120 VAC BALLAST 11P DEFECTS IN MATERIALS AND WORKMANSHIP, AND IN CONFORMANCE A. 20A — 277 VAC BALLAST LFT STllII� X-1 WITH THE SPECIFICATIONS, THE SUPPLIERS OBLIGATION SHALL INCLUDE C. CONTROL WIRING BETWEEN SENSORS AND CONTROLS UNITS SHALL BE 1IP REPAIR OR REPLACEMENT, AND TESTING WITHOUT CHARGE TO THE B 6,07'2 5E OWNER, ALL OR ANY PARTS OF EQUIPMENT WHICH ARE FOUND TO BE 1IP CLASS II, 18 — 24 AWG, STRANDED U.L. CLASSIFIED, PVC INSULATED OR >1 DAMAGED, DEFECTIVE OR NON—CONFORMING AND RETURNED TO THE rC1 TEFLON JACKETED CABLE SUITABLE FOR USE IN PLENUMS, WHERE NUTE1: PROVIDE SOLD E LI PMENT OROUND BIDS. # PR y'VIDE wl HAC, R WPE BREAKER ## e11F?WITwi P,IEUTRAL� C-�OORDIF,I ATE BREAKER SIZE vy, LFT ST.AT1CFd VE[,4D0R PRIOR TO � 1RDERIP,IC PAPdEL. SUPPLIER. THE WARRANTY SHALL COMMENCE UPON THE OWNER'S APPLICABLE, ACCEPTANCE OF THE PROJECT, WARRANTY ON LABOR SHALL BE FOR A MINIMUM PERIOD OF ONE (1) YEAR. D. MINIMUM ACCEPTABLE WIRE GAUGE FROM THE CIRCUIT CONTROL HARDWARE RELAYS SHALL BE #14 AWG. 1.04 SUBMITTALS PART 3. EXECUTION A. MANUFACTURER SHALL SUBSTANTIATE CONFORMANCE TO THIS 3,01 INSTALLATION SPECIFICATION BY SUPPLYING THE NECESSARY DOCUMENTS, PERFORMANCE DATA AND WIRING DIAGRAMS. ANY DEVIATIONS TO THIS A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND AIM SPECIFICATION MUST BE CLEARLY STATED BY LETTER AND SUBMITTED. SENSORY IN THE CORRECT LOCATION REQUIRED FOR COMPLETE AND B. SUBMIT A LIGHTING PLAN CLEARLY MARKED BY MANUFACTURER PROPER VOLUMETRIC COVERAGE WITHIN THE RANGE OF COVERAGE(S) OF SHOWING PROPER PRODUCT,- LOCATION AND ORIENTATION OF EACH CONTROLLED AREAS PER THE MANUFACTURER'S .RECOMMENDATIONS. SENSOR. ROOMS SHALL HAVE NINETY (90) TO ONE HUNDRED (100) PERCENT - COVERAGE TO COMPLETELY COVER THE CONTROLLED AREA TO C. SUBMIT ANY INTERCONNECTION DIAGRAMS PER MAJOR SUBSYSTEM ACCOMMODATE ALL OCCUPANCY HABITS OF SINGLE OR MULTIPLE SHOWING PROPER WIRING, OCCUPANTS AT ANY LOCATION WITHIN THE AREA(S). THE LOCATIONS AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC D. SUBMIT STANDARD CATALOG LITERATURE. WHICH INCLUDES AND INDICATE ONLY THE AREAS WHICH ARE TO BE PROVIDED WITH PERFORMANCE SPECIFICATIONS INDICATING COMPLIANCE TO THE SENSORS. THE CONTRACTOR SHALL PROVIDE. ADDITIONAL. SENSORS IF SPECIFICATION, REQUIRED TO PROPERLY AND COMPLETELY COVER THE RESPECTIVE AREA. E. CATALOG SHEETS MUST CLEARLY STATE ANY LOAD RESTRICTIONS WHEN g IT IS THE CONTRACTORS RESPONSIBILITY TO ARRANGE A PRE— USED WITH ELECTRONIC BALLASTS. INSTALLATION MEETING WITH THE MANUFACTURER'S FACTORY 1.05 SYSTEM OPERATION AUTHORIZED REPRESENTATIVE, AT THE OWNER'S FACILITY, TO VERIFY PLACEMENT OF SENSORS AND INSTALLATION CRITERIA. A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ALL PROPER ADJUSTMENTS TO ASSURE OWNER'S SATISFACTION WITH THE C. PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING THE OCCUPANCY SYSTEM. INSTALLATION 'SO AS TO ENSURE THE BEST POSSIBLE INSTALLATION IN PART 2. SPECIFIC REQUIREMENTS THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF STRUCTURAL COMPONENTS. . 2.01 ACCEPTABLE MANUFACTURERS THE CONTRACTOR SHALL ALSO PROVIDE, AT THE OWNER'S FACILITY, THE TRAINING NECESSARY TO FAMILIARIZE THE OWNER'S PERSONNEL WITH A. LITHONIA, LEVITON, NOVITAS, SENSOR SWITCH, WATT STOPPER, OR THE OPERATION, USE, ADJUSTMENT, AND PROBLEM SOLVING DIAGNOSIS APPROVED EQUAL: FOR APPROVAL, PROVIDE ALL THE INFORMATION LISTED OF THE OCCUPANCY SENSING DEVICES AND SYSTEMS. UNDER SECTION 1.04A AND 1.04D A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO INITIAL BID DATE. B. THE LISTING OF ANY MANUFACTURER AS "ACCEPTABLE" DOES NOT IMPLY AUTOMATIC APPROVAL. IT IS THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO ENSURE THAT ANY PRICE QUOTATIONS RECEIVED AND SUBMITTALS MADE ARE FOR SENSORS WHICH MEET OR EXCEED THE SPECIFICATIONS INCLUDED HEREIN. 2.02 PRODUCTS A. THE BASIS OF DESIGN IS LITHONIA, THE FOLLOWING PRODUCT NUMBERS ARE BASIS OF DESIGN UNITS: 1. CEILING SENSORS: LIRO H. y' 2. WALL SENSORS: LIRC LR H. 3. POWER AND SLAVE PACKS: LPCS MVOLT, 4. INTELISWITCH: LIRW 120/277 IV. B. WALL SWITCH SENSORS SHALL BE CAPABLE OF DETECTION OF OCCUPANCY AT DESKTOP LEVEL UP TO 300 SQUARE FEET, AND GROSS MOTION UP TO 1000 SQUARE FEET. C. WALL SWITCH SENSORS SHALL ACCOMMODATE LOADS FROM 0 TO 800 WATTS AT 120 VOLTS; 0 TO 1200 WATTS AT 120 VOLTS AND SHALL HAVE 180' COVERAGE CAPABILITY. PA.I�EL ,A„ IvIAl[19: 200A +r'%LTAGE: •12u/2100 'VAC Pd1L(-JI[VI GH: MLO PHASE: _j E1,4CLOSIURE: PdFIUTA 1 WIPE: 4 PdOuP•1TIr'10: 10URCL BRKR TM RoLm DESCRIPT101%1 LOAD %/A PHASE LOAD'%/A DESCRIP-HON TFIN PoLEv DRKR INITIAL TIME DELAY 2011 LGH'FI1JG-":CCaF RIDC?RS 2 110 ,+r 9GG RE CEF'T. - CONVEP1IENCE 2CV'1 2 3 2LV1 LGHT11%10- CORRIDORS�Ef 2 158 B 72CI REC=EPT. - G0WEPdIEtjCE 2LVII 4 LETTER INDICATES ZONE. 2EV1 LGHTlh1C� - @A���: 1 200 C""- 205 L1eHT1PIG - EXTEF?IOR 2041 5 7 2011 LGHTII`10 - Et, (3' 1 700 A 500 T11v1 E CLOCK - EX7. LIGHTS 2CV 1 0 9 2CVI LGHTII,dG - DAYS" 1 300 B 1,600 RECEPT. - AH'1 & 3 20.111 '10 11 20f 1 LGHTF]G - DAYS' 1 700 G 1,500 REC;EPT. - AH2 & 4 — 291 12 1 1 20f1 ELE�ITF'I�s DCCP, OPER. 1 000 A 1 500 RE�IEPT. - H -VAC - EXTERIOR, 2CV1 14 15 2CV2 EM1000 1.000 B 50fl SECUPITr KEY PAD 20.^I 16 17 C SPACE •IIP 10 19 20f2 '/�IH2 1,000 A 1,000 �r H'1 2nr` 20 2-1 1,000 H 11000 22 23 '15f2 AH1 076 c 676 AH2 1Cif2 24 2,-j 5 c, A 676 26 27 25f"= HPI 2 179 U 2,179 HF? 35V1. . 21 29 2,179 . 2,179 30 31 2 '179 A 2j 79 32 33 1€V2 A H 3 676 B 676 AH4 1512 34 AS REQUIRED., FO :37 35f= HP== 2 'I7-9 A 2 979 HP4 35-'3 30 39 2179 6 2179 z10 4-1 2 `179 G 2 179 42 43 11P S PAr_ E A S P AC E IIP 44 45 'IIP SPACE n SPACE '11P 46 47 1IP SPACE C SPACE 11F Zoo 49 1fP SPACE A SPACE 11F 50 51 IIP 0'PAQ E U UPACE lip 52 53 '1 IP SPACF C SP.ACF IfP 5 55 11P 1PACE A. 6 072 LFT STllII� X-1 60`3 rata 57 1IP SPACE B 6,07'2 5E 5A 1IP SPACE >1 F=.,072 rC1 TOTAL P HASE A: 2b,851 TOTALPHA3E Ea: 2t,32 -9 TOTAL QCJ*IEC_�TED: 74,357 TOTAL P HASE C: 23 170 TOTAL DEMAI%ID: 59"186 Al(--;: CO ITACT P rWER COM PArll' NUTE1: PROVIDE SOLD E LI PMENT OROUND BIDS. # PR y'VIDE wl HAC, R WPE BREAKER ## e11F?WITwi P,IEUTRAL� C-�OORDIF,I ATE BREAKER SIZE vy, LFT ST.AT1CFd VE[,4D0R PRIOR TO � 1RDERIP,IC PAPdEL. NOTE: ALL LIGHTING FIXTURE MODEL NUMBERS ARE BASIS OF DESIGN. OWNER APPROVED EQUALS MAY BE PROVIDED. OCCUPANCY SENSOR SCHEDULE LIGHTING FIXTURE SCHEDULE SYMB. TYPE DESCRIPTION MANUFACTURER/MODEL # LAMP TYPE/WATTAGE NOTES MOUNTING INITIAL TIME DELAY REMARKS LITHONIA 2-32F32 CONTROLLED BY OCCUPANCY �--�� A 4' FLUORESCENT STRIP C-232-120—GEB101S T8 -3500K SENSORS, UNO. LOWERCASE LETTER INDICATES ZONE. NIGHT LIGHT LITHONIA 2-32F32 p'1 �--�i NL 4' FLUORESCENT STRIP C--232-120—GE6101S—EL T8 -3500K CORRIDORS WALLI 80 15 MIN WITH BATTERY PACK 1 � - STAIRWELL LIGHT LITHONIA 2-32F32 CONTROLLED BY BUILT—IN B 4' FLUORESCENT STRIP FCW4 2 32 120 GEB101S MSIU T8 -3500K MOTION SENSOR, WALL MTD. WITH MOTION SENSOR OR OWNER APPROVED EQUAL MAX. 7 SENSORS PACK 6" BELOW MESH CEILING EXTERIOR WALL PACK LITHONIA 1-70W COORDINATE MOUNTING �O C w/ FULL CUTOFF OPTICS TWH 70M 208 FS LPI METAL HALIDE HEIGHT w/ ARCHITECT EXTERIOR DECORATIVE COOPER LIGHTING 1-26W COORDINATE MOUNTING FO S WALL SCONCE 632—WPCF/1/26-120V CFL - 3500K HEIGHT & FINISH w/ ARCHITECT FO ER EMERGENCY BATTERY PACK LITHONIA FURNISHED WITH FIXTURE COORDINATE FINISH W ARCHITECT, WET LOCATION WET LOCATION .LISTED AFN EXT LISTED X1 LED EXIT LIGHT W/ TWO LITHONIA FURNISHED WITH EMERGENCY HEADS LHQM SW1 R. 120 EL N FIXTURE ® LITHONIA FURNISHED WITH NO. SIDES AND CHEVRONS X2 LED EXIT LIGHT LQM S W 3 R 120/277 EL N FIXTURE AS REQUIRED., FO NOTE: ALL LIGHTING FIXTURE MODEL NUMBERS ARE BASIS OF DESIGN. OWNER APPROVED EQUALS MAY BE PROVIDED. OCCUPANCY SENSOR SCHEDULE SYMBOL TYPE LITHONIA LIGHTING MODEL # TYPE MINIMUM RATED COVERAGE DIRECTIONAL COVERAGE LOCATION MOUNTING INITIAL TIME DELAY REMARKS v, W. p'1 PASSIVE INFRARED LIRC H AREA 2500 SF 110 DEGREE CORRIDORS WALLI 80 15 MIN STANDARD LENS 1 � - ®All O POWER PACK LPCS MVOLT AREA J—BOX N/A MAX. 7 SENSORS PACK NOTES: AEQ, — APPROVED EQUALS: LEVITON, NOVITAS, SENSOR SWITCH, & WATT STOPPER, BOD — THE BASIS OF DESIGN BRAND IS LITHONIA LIGHTING, QUANTITY AND LOCATION OF OCCUPANCY SENSING UNITS IS BASED ON THE BASIS OF DESIGN MANUFACTURER. OTHER BRANDS MAY REQUIRE ADDITIONAL UNITS, SUPPLEMENTAL RELAYS, AND/OR DIFFERENT LOCATIONS. NOTE: VENDOR SHALL PROVIDE ENGINEERED DRAWINGS SHOWING INSTALLATION AND RECOMMENDED TYPE OF DEVICES TO TO BE USED FOR PROPER OPERATION. 0 LU w LU ~o w �Y__ Zr I— a �=. wz mUN cn � W=z Wjmww w z �_ SF �pw 1 W �-U �- I- i- LU Lu cy- w�LU �I-ZO V)1) W T�_lZ cn T- — O cn U CE i— z7 tL 1w— C] -z>-LLiwLLcr �W���`L' wz <-t V UJU��LU<ZF—. 0CLuw Q0LU lw-•�Iw-• W U V)-j�2� W W,�L W W U Uw w W- LIJL Z I- w Z Q zzwww�EL —oaw0a� I—t—<tm<ta 01—0wCa, )zwU0 PROJECT NUMBER 201120 DATE 4-1-13 SHEET NUMBER MARSHALL & BOLLWERK ENGINEERING, INC. 950 North Point Pkwy, Suite 375 Alpharetta, Ga. 00005 p: (678) 795-0333, f: (678) 795-0068 OF " 3 e: mbe@mbeino.net `yp v, W. 1 :r - O - 1 � - ®All PROJECT NUMBER 201120 DATE 4-1-13 SHEET NUMBER MARSHALL & BOLLWERK ENGINEERING, INC. 950 North Point Pkwy, Suite 375 Alpharetta, Ga. 00005 p: (678) 795-0333, f: (678) 795-0068 OF " 3 e: mbe@mbeino.net FEMA FLOOD MAP SCAZ& 500' SOURCE: SEMINOLE COUNTY, FLORIDA FLOOD MAP PANEL # 12117CO07OF (September 28, 2007) SCALL? 1p 600' SOURCE: SCS SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA CONS T,4 TUC TION PL A Nt q wom & 20 10 OLD LAKE MAR YI?OAD SCALE 1 = 7000' PROJECT TEAM OWNER/APPLICANT: SOVRAN SELF STORAGE 6467 MAIN STREET BUFFALO, NY 14221 PH: (716) 633--1850 FAX: (716) 633-3397 CIVIL ENGINEER: B&S ENGINEERING CONSULTANTS, LLC 140 ORLANDO DRIVE, SUITE 250 WINTER PARK, FLORIDA 32789 PH: (407) 960-5868 FAX: (866) 571--8179 SURVEYOR: PEC -SURVEYING AND MAPPING LLC 2100 ALAFAYA TRAIL SUITE 203 OVIEDO, FLORIDA 32765 PH: (407) 542-4967 Al IiIIIII I' W�A & SO VRA N SEL F S TORR GE 6467 MAIN STREET BUFFALO, NK 14221 ARCHITECT: T2SA 1300 SHILOH ROAD, KENNESHAW GEORGIA 30144 PH: (770) 425-7400 FAX: (770) 425-7444 LANDSCAPE ARCHITECT: RAVENSDALE PLANNING & DESIGN 703 GREENS AVENUE WINTER PARK, FLORIDA 32789 PH: (716) 633-1850 FAX: (716) 633-3397 GEOTECHNICAL ENGINEER: PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI) ORLANDO, FLORIDA 32839 PH: (407) 304-5560 FAX: (407) 304-5561 D- it i-r0►o -- MAY 3 0 2013 Nfip— 'j#jE,, JM% SCALE NTS 6UNLESS 3/30/12 REVISED PER CITY OF SANFORD RAI COMMENTS DATED 2-21 �-12 NOT FOR CONSTRUCTION SIGNED AND SEALED COVER SHEET 5 11/30/11 REVISED PER CITY OF SANFORD RAI COMMENTS DATED 11-15-11 MAP OF BOUNDARY AND TOPOGRAPHIC & TREE SURVEY C3.1 4 11/19/11 REVISED PER SEMINOLE COUNTY RAI COMMENTS DATED 10-14-11 ? PAVING, GRADING AND DRAINAGE PLAN 3 5/05/08 CITY OF SANFORD //��` � C-8 2 5/05/08 SEMINOLE COUNTY ROW USE PERMIT MAJOR LEE STAGY, P.E. REGISTRATION No. 70249 LIGHTING PLAN 1 4/13/08 F SJRWMD COMMENTS FROM APRIL 8, 2008 Y///g__ REV. DATE DESCRIPTION DATE: Al IiIIIII I' W�A & SO VRA N SEL F S TORR GE 6467 MAIN STREET BUFFALO, NK 14221 ARCHITECT: T2SA 1300 SHILOH ROAD, KENNESHAW GEORGIA 30144 PH: (770) 425-7400 FAX: (770) 425-7444 LANDSCAPE ARCHITECT: RAVENSDALE PLANNING & DESIGN 703 GREENS AVENUE WINTER PARK, FLORIDA 32789 PH: (716) 633-1850 FAX: (716) 633-3397 GEOTECHNICAL ENGINEER: PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI) ORLANDO, FLORIDA 32839 PH: (407) 304-5560 FAX: (407) 304-5561 D- it i-r0►o -- MAY 3 0 2013 Nfip— 'j#jE,, JM% SCALE NTS A2 NOTE PER SEMINOLE COUNTY: CONTRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE COUNTY RIGHT OF WAY PERMIT AND HOLD A PRE -CONSTRUCTION CONFERENCE BEFORE STARTING WORK. CONTACT JIM ALLEN, DEVELOPMENT REVIEW DIVISION 407-665-7409 FOR INFORMATION ON SETTING YOUR PRE -CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERMITS AND OTHER REQUIREMENTS. UTlLIIY PR 0 VIDER WATER, SEWER, AND RECLAIMED CITY OF SANFORD 300 N. PARK AVE. SANFORD, FL. 32771 407-330-5600 Board of Professional Engineer Certificate No. 28973 140 Orlando Drive, Suite 250 Winter Park, Florida 32789 Tel (866) 959-1333 bandseng.com CITY OF SANFORD APR 1 1 2012 PLANNING AND DLVPLOPMLNT PROPERTY APPRAISER ID NUMBER 35-19-30--300-0240-300-0240-0000 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF' THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW, APPROVED SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE .l' f:iP7,��j�?i..h L;1 ': :.Y..F�J9r'r_SiI: I�c.i, +'•!:i.�},.�a c;l f)�r:s•. '.�.. +.�4'.... ..iE' .. 'r.l�.: ..?<:: J''�'1 �'i. ��'1!11t� �✓1. Lfie ��.. .. �: t�j j.: .. ...i:'! .. ,'�' .... ..'`•+� ... .�? :.Iii lJf ca is G'.S 1'1;ii:h all a r code Oi the �-„1;,;. _., .=.•'=;rw= i is id 1'.•, r .i. ''U C i' Gile y _ a,' i"', O 0 i G �_C i11 BL below. Approved b-�11_ Date:�1113 Specifl + ` gl�i1 DING aIVISIOIU SA ���� ND CONDIYIONAI-I-Y TRESE PLANS ARE RE `IEA ISSUED PERMIT SHALL BE ACCEPTED FOR PERM1 ERMISSION R T TO PROCEED WITHE Al ER DEEMED P CANCEL, AND NOT AS AUTHORITY TO V`SIONS OF THE TECHNICAL OR SET ASIDE ANY OF THE PRO ;;HALL- ISSUANCE O CODES, NaA PERMIT PREVENG ARE OR • UILOING DIVISIONFROM TFIEREAFTER C NS RUCTION CORREC I ION OF ERRORS ON S OF Z E CODE. �� p•�FR VIOt.ATI RESERVED FOR CITY OF - SANFORD APPROVAL STAMPS PERM APPROVED 1T IL'."E-S DEYARTNIE14T: CITY OF SAINFORI), 1''T.01c%bA TRIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THF; ci n, OF SANFORD LAND DEVELOPI'IENT CODE AND ANY SPECIAL R1-'oP)nf;\ ENT'S OF THE CITY COMMISSION. IT SHALL FIE THE RESPtI;:;11111.0"' 0 DEVELOPER TO CORRECT ANY DE=FECTS IN THL' PLANS 0:+ �"•` I,i'I'1` AS CONSTRUCTED WHICH RESULFS IN A FAILURE 'r0 CODE REQUIREMENTS. ADM!NISTRATIVE ACCEPTANCE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANi REQUIREMENTS NOR DOES IT RELIEVE; THE •DE\'EI,OPE:: RESPONSIBILITY TO MEET THOSE RrQUIRFNIENTS. THIS .:PI APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROh1 THE DATE B :LVW. APPROVED By. DAT)": ^ 5--1'7 - / Z- SPECIFIC CONDITIONS; C-1 Sheet List TakAe Sheet Number Sheet Title Revisions C-1 COVER SHEET C-2 GENERAL NOTES AND SITE DATA C-3 MAP OF BOUNDARY AND TOPOGRAPHIC & TREE SURVEY C3.1 EXISTING CONDITION & EROSION CONTROL PLAN C-4 GEOMETRY, SIGNAGE AND STRIPING PLAN C -S PAVING, GRADING AND DRAINAGE PLAN C-6 UTILITY PLAN C-7 CIVIL DETAILS & EROSION CONTROL DETAILS C-8 LIFT STATION DETAILS & NOTES C-8,1 CITY OF SANFORD LIFT STATION DETAILS LL -1 LIGHTING PLAN LS -1 LANDSCAPE PLAN IR -1 1IRRIGATION PLAN A2 NOTE PER SEMINOLE COUNTY: CONTRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE COUNTY RIGHT OF WAY PERMIT AND HOLD A PRE -CONSTRUCTION CONFERENCE BEFORE STARTING WORK. CONTACT JIM ALLEN, DEVELOPMENT REVIEW DIVISION 407-665-7409 FOR INFORMATION ON SETTING YOUR PRE -CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERMITS AND OTHER REQUIREMENTS. UTlLIIY PR 0 VIDER WATER, SEWER, AND RECLAIMED CITY OF SANFORD 300 N. PARK AVE. SANFORD, FL. 32771 407-330-5600 Board of Professional Engineer Certificate No. 28973 140 Orlando Drive, Suite 250 Winter Park, Florida 32789 Tel (866) 959-1333 bandseng.com CITY OF SANFORD APR 1 1 2012 PLANNING AND DLVPLOPMLNT PROPERTY APPRAISER ID NUMBER 35-19-30--300-0240-300-0240-0000 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF' THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW, APPROVED SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE .l' f:iP7,��j�?i..h L;1 ': :.Y..F�J9r'r_SiI: I�c.i, +'•!:i.�},.�a c;l f)�r:s•. '.�.. +.�4'.... ..iE' .. 'r.l�.: ..?<:: J''�'1 �'i. ��'1!11t� �✓1. Lfie ��.. .. �: t�j j.: .. ...i:'! .. ,'�' .... ..'`•+� ... .�? :.Iii lJf ca is G'.S 1'1;ii:h all a r code Oi the �-„1;,;. _., .=.•'=;rw= i is id 1'.•, r .i. ''U C i' Gile y _ a,' i"', O 0 i G �_C i11 BL below. Approved b-�11_ Date:�1113 Specifl + ` gl�i1 DING aIVISIOIU SA ���� ND CONDIYIONAI-I-Y TRESE PLANS ARE RE `IEA ISSUED PERMIT SHALL BE ACCEPTED FOR PERM1 ERMISSION R T TO PROCEED WITHE Al ER DEEMED P CANCEL, AND NOT AS AUTHORITY TO V`SIONS OF THE TECHNICAL OR SET ASIDE ANY OF THE PRO ;;HALL- ISSUANCE O CODES, NaA PERMIT PREVENG ARE OR • UILOING DIVISIONFROM TFIEREAFTER C NS RUCTION CORREC I ION OF ERRORS ON S OF Z E CODE. �� p•�FR VIOt.ATI RESERVED FOR CITY OF - SANFORD APPROVAL STAMPS PERM APPROVED 1T IL'."E-S DEYARTNIE14T: CITY OF SAINFORI), 1''T.01c%bA TRIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THF; ci n, OF SANFORD LAND DEVELOPI'IENT CODE AND ANY SPECIAL R1-'oP)nf;\ ENT'S OF THE CITY COMMISSION. IT SHALL FIE THE RESPtI;:;11111.0"' 0 DEVELOPER TO CORRECT ANY DE=FECTS IN THL' PLANS 0:+ �"•` I,i'I'1` AS CONSTRUCTED WHICH RESULFS IN A FAILURE 'r0 CODE REQUIREMENTS. ADM!NISTRATIVE ACCEPTANCE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANi REQUIREMENTS NOR DOES IT RELIEVE; THE •DE\'EI,OPE:: RESPONSIBILITY TO MEET THOSE RrQUIRFNIENTS. THIS .:PI APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROh1 THE DATE B :LVW. APPROVED By. DAT)": ^ 5--1'7 - / Z- SPECIFIC CONDITIONS; C-1 0 s s a m Q 00 cV 0 0 a a� 3 vi k 0 z J w z Lu CD I v I V) N U i c v 0 i 0 I U) 07 0 z 0 U Ld 0 a __ fv GENERAL NOTES 1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER PRIOR TO CONSTRUCTION OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND FIELD CONDITIONS. 2. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE VARIOUS UTILITIES TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INTERFERE WITH THE PROPOSED WORK. RELOCATION OR EXTENSION OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR. 3. ALL MATERIALS, CONSTRUCTION METHODS, AND TESTING FOR ROADWAYS, AND STORMWATER COLLECTION SYSTEMS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND SEMINOLE COUNTY REGULATIONS,. 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED SEMINOLE COUNTY RIGHT-OF-WAY UTILIZATION PERMITS. 5. AS -BUILT DRAWINGS SHALL BE PREPARED BY CONTRACTOR SURVEY, SIGNED AND SEALED BY A LICENSED P.L.S. AND BE PROVIDED TO THE PROJECT ENGINEER UPON COMPLETION OF THE PROJECT SITE IMPROVEMENTS. AS -BUILT DRAWINGS SHALL REFLECT ANY CHANGES TO THE IMPROVEMENTS MADE DURING CONSTRUCTION. BOTH THE ORIGINAL DESIGN AND REVISED AS -BUILT DATA, AS APPLICABLE, MUST BE CLEARLY SHOWN. THE AS -BUILT DRAWINGS MUST BE CLEARLY LABELED AS AS -BUILT OR RECORD DRAWING. THE FOLLOWING INFORMATION, AT A MINIMUM, SHALL BE PROVIDED ON THE AS -BUILT DRAWINGS: WATER DISTRIBUTION SYSTEM: A. LOCATION AND DIMENSIONS OF PIPES, VALVES, FITTINGS, AND OTHER ASSOCIATED FACILITIES. PAVING AND DRAINAGE SYSTEM: A. DIMENSIONS AND ELEVATIONS OF ALL DISCHARGE CONTROL STRUCTURES; B. DIMENSIONS, ELEVATIONS, CONTOURS, FINAL GRADES, OR CROSS-SECTIONS OF THE DRAINAGE SYSTEM IMPROVEMENTS TO DETERMINE FLOW DIRECTIONS AND CONVEYANCE OF RUNOFF TO THE RETENTION AREAS C. DIMENSIONS, ELEVATIONS, CONTOURS, OR CROSS-SECTIONS OF ALL STORMW#,,TER TREATMENT POND STORAGE AREAS SUFFICIENT TO DETERMINE STAGE -STORAGE RELATIONSHIPS OF THE STORAGE AREA, AND THE POND DEPTH AND VOLUME BELOW THE CONTROL WATER ELEVATION FOR NORMALLY WET SYSTEMS. D. ELEVATION AND LOCATION OF BENCHMARK (S) FOR THE SURVEY, 6. ALL PRIVATE AND PUBLIC PROPERTY DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING. 7. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES TO PROTECT AND FACILITATE TRAFFIC MOVEMENT DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL OBTAIN A COPY OF THE UNIVERSAL ENGINEERING SCIENCES, INC. GEOTECHNICAL REPORTS DATED OCTOBER 2, 2000 (PN 19140-002-01), AND SHALL FOLLOW ALL RECOMMENDATIONS INCLUDED THEREIN FOR SITE WORK. 9. THE CONTRACTOR SHALL NOT INITIATE ANY ASPECT OF THE WORK DEPICTED ON THESE DRAWINGS UNTIL HE HAS RECEIVED WRITTEN ACKNOWLEDGMENT FROM THE OWNER OR ENGINEER THAT ALL APPLICABLE PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR SHALL REVIEW, FAMILIARIZE HIMSELF WITH, AND MAINTAIN COPIES OF APPLICABLE PERMITS AT THE CONSTRUCTION SITE, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND MODIFICATIONS. 10, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THE LIMITS OF CONSTRUCTION ON-SITE. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OUTSIDE THE LIMITS OF CONSTRUCTION. 11. THE CONTRACTOR SHALL PREPARE AND MAINTAIN A STORMWATER POLLUTION PREVENTION PLAN REQUIRED FOR THE NPDES GENERAL PERMIT - NOTICE OF INTENT (NOI), AND SHALL EXECUTE AND SUBMIT SAID NOI PROPER TO COMMENCEMENT OF CONSTRUCTION. A COPY OF THE EXECUTED NOI SHALL BE PROVIDED TO THE OWNER AND PROJECT ENGINEER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER. PAVING, GRADING AND DRAINAGE NOTES 1. REINFORCED CONCRETE PIPE SHALL BE CLASS III UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 2. INLET GRATES SHALL BE TRAFFIC BEARING TYPE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. MANHOLE AND INLET STRUCTURES SHALL BE PRE -CAST, AND SHALL MEET THE FDOT INDEX STANDARD FROM THE "ROADWAY AND TRAFFIC DESIGN STANDARD." 4. STORM SEWER RING & COVERS SHALL BE LABELED WITH RAISED LETTERING OF "STORM". 5. ALL PAVEMENT AREAS SHALL BE GRADED SO AS TO PROVIDE POSITIVE DRAINAGE FLOW TO THE DRAINAGE STRUCTURES. 6. THE DRAINAGE STRUCTURE LOCATION DESCRIPTIONS INCLUDED IN THESE DRAWINGS IDENTIFIES THE CENTER OF THE STRUCTURE TOP, AS INDICATED ON THE FDOT STANDARD INDEX. 7. CONTRACTOR SHALL DETERMINE THE BOTTOM SIZE OF ALL DRAINAGE STRUCTURES SO AS TO FIT ALL REQUIRED PIPES. 8. ALL MANHOLE DRAINAGE STRUCTURES SHALL HAVE F.D.O.T. TYPE 8 TOP UNLESS OTHERWISE NOTED, UTILITY NOTES 1. CONTRACTOR SHALL CAP THE SERVICE PIPE ENDS AND SURFACE LOCATE THE ENDS OF THE SERVICES WITH 4"0" POST. THE TOP OF THE POST SHALL BE PAINTED BLUE FOR WATER, YELLOW FOR SANITARY SEWER AND GREEN FOR STORM SEWER SERVICE. IF THE BUILDING CONTRACTOR HAS STUBBED THE BUILDING SERVICE LINE PRIOR TO THE SITE CONTRACTOR EXTENDING THE SERVICE LINE TO THE BUILDING, THEN THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION. 2. ALL MATERIALS, CONSTRUCTION METHODS, AND TESTING OF WASTEWATER COLLECTION SYSTEMS SHALL BE IN ACCORDANCE WITH THE CITY OF SANFORD LAND DEVELOPMENT REGULATIONS. 3, ALL WATER DISTRIBUTION MAINS SHALL BE P.V.C. UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS REQUIRED TO SATISFY REQUIREMENTS OF CLEARANCE. 4. ALL SANITARY SEWERS SHALL BE PVC UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS REQUIRED TO SATISFY REQUIREMENTS OF CLEARANCE. 5. THE INFORMATION SHOWN ON THE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE VARIOUS UTILITIES TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INTERFERE WITH THE PROPOSED WORK. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING EXISTING UNDERGROUND UTILITIES, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. RELOCATION OR EXTENSION OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR. SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. 6. CONTRACTOR SHALL COORDINATE WITH THE CITY OF SANFORD TO HAVE WATER SAMPLES TAKEN AT LOCATIONS SPECIFIED IN THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT FOR CONSTRUCTION OF THE WATER DISTRIBUTION SYSTEM. BACTERIOLOGICAL REPORTS SHALL BE SUBMITTED TO THE PROJECT ENGINEER WITHIN 4 DAYS FROM THE DAY OF SAMPLE. 7. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY DEPARTMENTS 24 HOURS BEFORE ANY WORK ON EXISTING UTILITY SYSTEMS. 8. ALL MANHOLES AND STRUCTURES SHALL BE PRE -CAST. 9. UTILITY SERVICES TO THE PROPOSED BUILDINGS SHALL TERMINATE 5 FEET OUTSIDE OF THE BUILDING UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL REVIEW BUILDING ARCHITECTURAL PLANS TO VERIFY PROPER LOCATION AND ALIGNMENT OF UTILITY SERVICES TO THE BUILDINGS. 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, LANDSCAPE ARCHITECT AND SITE LIGHTING ENGINEER FOR LOCATION AND SIZE OF REQUIRED SLEEVES. 11. WATER AND SEWER LINE EXTENSIONS TO BUILDING SHALL BE CAPPED, UNLESS THE CORRESPONDING BUILDING WATER OR SEWER LINE EXIST, IN WHICH CASE THE CONNECTION SHALL BE MADE. 12. ON SITE WATER DISTRIBUTION MAINS UP TO THE WATER METERS SHALL BE OWNED, OPERATED AND MAINTAINED BY SEMINOLE COUNTY UTILITIES COMMISSION. 13. CONTRACTOR SHALL ADJUST AND/OR CONSTRUCT SITE LIGHTING PER THE SITE LIGHTING PLANS BY OTHERS. 14. A CITY OF SANFORD PRECONSTRUCTION MEETING IS REQUIRED. THE SITE CONTRACTOR SHALL COORDINATE SAID MEETING. 15. SEWER LATERALS SHOWN ON THE CONSTRUCTION PLAN MAY NOT CORRESPOND WITH BUILDING ARCHITECTURAL PLUMBING PLANS. CONTRACTOR SHALL OBTAIN & REVIEW BUILDING ARCHITECTURAL PLANS AND ADJUST THE SEWER LATERALS AS NECESSARY TO MATCH THE CONNECTION LOCATIONS SHOWN ON THE ARCHITECTURAL PLANS. 16. FIRE HYDRANTS SHALL BE LOCATED SIX (6) FEET BEHIND THE CURB. CONTRACTOR SHALL PAINT THE HYDRANTS ACCORDING TO FIRE DEPARTMENT REQUIREMENTS, 17. UTILITY CLEARANCE/SEPARATION REQUIREMENTS: A. VERTICAL CLEARANCE (SEE UTILITY PLAN SHEET) 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPROPRIATE CONSTRUCTION, DISINFECTION AND TESTING BEYOND THE WATER METER TO ASSURE POTABILITY AT THE POINT OF USE. 19. POTABLE WATER PIPES WILL BE DISINFECTED IN ACCORDANCE WITH AWWA SPECIFICATIONS C651. 20. POTABLE WATER PIPES WILL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH SPECIFICATION NUMBERS C600 AND C605/M23 FOR DUCTILE IRON AND PVC PIPES, RESPECTIVELY. 21. IF CONNECTION OF THE PROPOSED ACTIVITY TO THE WATER MAIN WILL RESULT IN A DEPRESSURIZATION OF THE EXISTING SYSTEM BELOW 20 POUNDS PER SQUARE INCH, ONE OF THE FOLLOWING MUST OCCUR: 1. PRECAUTIONARY BOIL WATER NOTICES MUST BE ISSUED IN CASES OF PLANNED DISTRIBUTION INTERRUPTIONS, WHICH ARE DEEMED AN IMMINENT PUBLIC HEALTH THREAT BY THE DEP CENTRAL DISTRICT OR WILL AFFECT THE BACTERIOLOGICAL QUALITY OF THE DRINKING WATER UNLESS THE PUBLIC WATER SYSTEM CAN DEMONSTRATE, BY SOUND ENGINEERING JUDGEMENT, THAT THE INTEGRITY OF THE WATER SYSTEM HAS BEEN MAINTAINED. 2. IN CASES OF BRIEF INTERRUPTION IN SERVICE, ADVISORIES (NOT BOIL WATER NOTICES) SHOULD BE ISSUED IF TEMPORARY CHANGES IN WATER QUALITY ARE EXPECTED TO OCCUR AND NOT DEEMED AN IMMINENT PUBLIC HEALTH RISK. 22. FILLING OF PROPOSED WATER MAINS FROM EXISTING WATER MAINS WILL BE DONE IN ACCORDANCE WITH AWWA SPECIFICATIONS C651. 23. IF A PORTION OF THE EXISTING WATER MAIN MUST BE DEPRESSURIZED TO CONNECT THE PROPOSED WATER LINES, THE CONTRACTOR SHALL PROPERLY CLEAN AND FLUSH THE EXISTING LINE PRIOR TO RETURNING THAT PORTION OF PIPE TO SERVICE AND COLLECT TWO CONSECUTIVE DAYS SATISFACTORY BACTERIOLOGICAL SAMPLES FROM REPRESENTATIVE LOCATIONS. IF THIS EVENT OCCURS, NOTIFY FDEP AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL PROVIDE THE REQUIRED BACTERIOLOGICAL SAMPLE REPORTS. 0 BLUE FIRE HYDRANT LOCATION MARKER LEGEND et;rl EXISTING WATER MAIN erwrn EXISTING RECLAIMED WATER MAIN ess EXISTING SANITARY SEWER CIP EXISTING SANITARY SEWER MANHOLE -- -D - --- EXISTING STORM SEWER WM PROPOSED WATER MAIN RWM PROPOSED RECLAIMED WATER MAIN _SS PROPOSED SANITARY SEWER FWM FIRE WATER MAIN S PROPOSED SANITARY SEWER MANHOLE CT PROPOSED STORM SEWER m PROPOSED DRAINAGE MANHOLE 0 PROPOSED DRAINAGE INLET ®- PROPOSED SPOT ELEVATION x61.4 ELEVATION FT] SOLID WASTE COMPACTOR -- BICYCLE RACK ® MONUMENT SIGN VN/I BACKFLOW PREVENTER ASSEMBLY 0 BLUE FIRE HYDRANT LOCATION MARKER EROSION CONTROL NOTES 1. EROSION/TURBIDITY BARRIERS MUST BE INSTALLED AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SEDIMENT OR SUSPENDED SOLIDS TO ADJACENT PROPERTIES, JURISDICTIONAL WETLANDS AND/OR RECEIVING WATERBODIES EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST REMAIN IN PLACE AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND SOILS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. THEREAFTER THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF THE BARRIERS. THE CONTRACTOR SHALL MAINTAIN THE EROSION/TURBIDITY CONTROL BARRIERS DAILY. THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR PROVIDING THE NECESSARY EROSION/TURBIDITY CONTROL FOR THIS PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY PENALTIES IMPOSED BY THE PERMITTING AGENCIES FOR ANY EROSION, SHOALING, OR WATER QUALITY PROBLEMS RESULTANT TO CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION, SHOALING OR WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL USE APPROPRIATE BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL AS DESCRIBED IN THE FLORIDA LAND DEVELOPMENT MANUAL; A GUIDE TO SOUND LAND AND WATER MANAGEMENT (D.E.R. 1988) AND/OR ACCORDING TO F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS FOR EROSION CONTROL APPLICATIONS. 3. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO INSURE THAT SEDIMENTATION AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATERBODIES. 4. THE CONTRACTOR MUST IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON-SITE AND TO PREVENT VIOLATIONS OF THE WATER QUALITY CRITERIA AND STANDARDS IN CHAPTERS 17-4, 17-302, F.A.C. ALL EROSION/SEDIMENT CONTROL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS IN SECTION 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION 1988), UNLESS A PROJECT --SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED BY THE WATER MANAGEMENT DISTRICT IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT, THE CONTRACTOR MUST IMPLEMENT THE NECESSARY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES. 5. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 6. THE LOCATION AND TYPE OF THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE PROVIDED FOR GENERAL GUIDANCE TO THE CONTRACTOR. THE METHODS AND SEQUENCING OF CONSTRUCTION EMPLOYED BY THE CONTRACTOR MAY REQUIRE MORE OR LESS EROSION CONTROL MEASURES THAN THAT DEPICTED TO MAINTAIN ADEQUATE EROSION AND SEDIMENT CONTROL FOR THE CONSTRUCTION ACTIVITIES. ABBREVIATION LEGEND ASPH - ASPHALT BOD FIRE DEPARTMENT CONNECTION 1 FIRE HYDRANT BVCE CHAINLINK FENCE -------- BUILDING SETBACK LINE CIP PROPERTY BOUNDARY GB GRADE BREAK UNE © PARKING SPACE COUNT .�.� .r DIRECTIONAL FLOW ARROW NHWL NORMAL HIGH WATER LEVEL ® CONSERVATION EASEMENT RPL/BFP REDUCED PRESSURE UNE/ CT BACKFLOW PREVENTER m WATER VALVE -Q-, SIGNS/UTILITY MARKERS ®- WATER METER/ BFP EL. ELEVATION FT] ELECTRICAL TRANSFORMER FFE = FINISHED FLOOR ELEVATION EROSION CONTROL NOTES 1. EROSION/TURBIDITY BARRIERS MUST BE INSTALLED AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SEDIMENT OR SUSPENDED SOLIDS TO ADJACENT PROPERTIES, JURISDICTIONAL WETLANDS AND/OR RECEIVING WATERBODIES EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST REMAIN IN PLACE AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND SOILS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. THEREAFTER THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF THE BARRIERS. THE CONTRACTOR SHALL MAINTAIN THE EROSION/TURBIDITY CONTROL BARRIERS DAILY. THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR PROVIDING THE NECESSARY EROSION/TURBIDITY CONTROL FOR THIS PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY PENALTIES IMPOSED BY THE PERMITTING AGENCIES FOR ANY EROSION, SHOALING, OR WATER QUALITY PROBLEMS RESULTANT TO CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION, SHOALING OR WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL USE APPROPRIATE BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL AS DESCRIBED IN THE FLORIDA LAND DEVELOPMENT MANUAL; A GUIDE TO SOUND LAND AND WATER MANAGEMENT (D.E.R. 1988) AND/OR ACCORDING TO F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS FOR EROSION CONTROL APPLICATIONS. 3. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO INSURE THAT SEDIMENTATION AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATERBODIES. 4. THE CONTRACTOR MUST IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON-SITE AND TO PREVENT VIOLATIONS OF THE WATER QUALITY CRITERIA AND STANDARDS IN CHAPTERS 17-4, 17-302, F.A.C. ALL EROSION/SEDIMENT CONTROL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS IN SECTION 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION 1988), UNLESS A PROJECT --SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED BY THE WATER MANAGEMENT DISTRICT IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT, THE CONTRACTOR MUST IMPLEMENT THE NECESSARY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES. 5. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 6. THE LOCATION AND TYPE OF THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE PROVIDED FOR GENERAL GUIDANCE TO THE CONTRACTOR. THE METHODS AND SEQUENCING OF CONSTRUCTION EMPLOYED BY THE CONTRACTOR MAY REQUIRE MORE OR LESS EROSION CONTROL MEASURES THAN THAT DEPICTED TO MAINTAIN ADEQUATE EROSION AND SEDIMENT CONTROL FOR THE CONSTRUCTION ACTIVITIES. ABBREVIATION LEGEND ASPH - ASPHALT BOD - BOTTOM OF DITCH BVCS - BEGINNING VERTICAL CURVE STATION BVCE - BEGINNING VERTICAL CURVE ELEVATION C/G - CURB & GUTTER CIP - CAST IRON PIPE CMP CORRUGATED METAL PIPE CONC - CONCRETE CONST. - CONSTRUCT CONN. - CONNECTION CO - CLEANOUT CR - CONTEXT RADIUS CT - CURB TRANSITION CWL - CONTROL WATER LEVEL DBI - DITCH BOTTOM INLET DC - DROP CONNECTION DDCVA - DOUBLE DETECTOR CHECK VALVE DHW - DESIGN HIGH WATER LEVEL ELEV - ELEVATION EOP - EDGE OF PAVEMENT ERCP - ELLIPTICAL RCP EVCE - ENDING VERTICAL CURVE ELEVATION EVCS - ENDING VERTICAL CURVE STATION EXIST. - EXISTING FFE - FINISH FLOOR ELEVATION FM -- FIRE MAIN GB - GRADE BREAK GV - GATE VALVE HC - HANDICAP HP - HIGH POINT HTRZ - HAZARD TREE REMOVAL ZONE INV - INVERT KO --- KNOCK -OUT (FOR PRECAST PLUGS) LAT - LATERAL LF - LINEAR FEET MEG - MATCH EXISTING GRADE MES - MITER END SECTION MH - SANITARY MANHOLE NHW - NORMAL HIGH WATER NTB - NON -TRAFFIC BEARING NVRA - NATURAL VEGETATION RETENTION AREA OHW - OVERHEAD WIRE PED - PEDESTRIAN PGL - PROFILE GRADE LINE PP - POWER POLE PVI - POINT OF VERTICAL INTERSECTION PVMT - PAVEMENT R/W - RIGHT-OF-WAY RCP - REINFORCED CONCRETE PIPE RW - RECLAIMED WATER MAIN SAN - SANITARY SEWER SF - SQUARE FEET ST - STORM SEWER SDWK - SIDEWALK TB - TRAFFIC BEARING TCS - TRAFFIC CONTROL SIGN TOB - TOP OF BANK TOD - TOP OF DITCH TOE -- TOE OF SLOPE TRANS. - TRANSITION WM - WATER MAIN WSGE - WET SEASON GROUND WATER ELEVATION UE - UTILITY EASEMENT V.G. - VALLEY GUTTER LEGAL DESCRIPTION SECTION 35, TOWNSHIP 19 SOUTH, RANGE 30 EAST, BEGINNING 1106.8 FT. EAST AND 512.5 FT. NORTH OF SOUTHWEST CORNER, RUN EAST 264 FT. NORTH 312.5 WEST 264 FT. SOUTH 312.5 FT. TO BEGINNING (LESS ROAD) BEING TO SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT COUNTRY CLUB ROAD (SR 546A) AND LESS AND EXCEPT OLD LAKE MARY ROAD. UTILITY PROVIDERS WATER/WASTE WATER: CITY OF SANFORD 300 N. PARK AVE., 2ND FLOOR SANFORD, FLORIDA 32771 (407) 977-6063 POWER: FLORIDA POWER & LIGHT (305) 442-5966 PROPERTY APPRAISER ID NUMBER 35-19-30-300-02.40-300-0240-0000 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE r � m 0 a 4 C 0n 4 u All ENGINEERING CONSULTANTS, LLC 1812 Arbor Park Dr. Winter Park, FL 32789 (866) 959-1333 b6oltundsmg.com Board of Professional Engineers Cortlflcnte No. 28973 JOB No.: SSS -01 DESIGNED BY: p.i.b. DRAWN BY: ACAD APPROVED BY: MLS DATE: 10-06-11 SHEET: C-2 NOT FOR CONSTRUCTION UNLESS -SIGNET) AND SEALED MAJOR FLEE STAY, P.E. REGISTRATION No. 70249 DATE: CL 0 m :n CL AA rn O CH N d N rn d- O d r n. rn v J 0 z 0 0 z 0 U) 0 W I 0 1 cn cn epi I rn c 3 0 n 0 I U) U) 0 2 n F- 0 O qx I A COU ' `TRY CLUB ROAD ,-EXISTING EDGE OF PAV'MT. e 4 20.5 + > „ � 4� I RIGHT-OF-WAY)AA B -� � ... .. :,. _._. Y �_ \ �y a d ° ° - a-• d a v d •d d a s d.90 d -I- 4' 4^ NMI wommmisEk- -----,'�` v--o-=-a• •o-u=o-.a--o--o-- 43,0-- " ,4,0 X4.0 u 15' LANDSCAPE BUFFER 42,5 - - ----20'--BLALDING-9E A q.2„> __- 4c-.7 -___ _ ` \ 4 it 41, - - -- 44:0 - \ v� I J •fh � •� �r - - - _--------- ❑-6' HIG SECURITY I I I N DE FENCE AR UND POND f� UJ LL -- f L� a . L I l- l- ---- I __ - I 7 CV n I l a CD „� I N ¢I �Q LL _ u- N •• J `� I Ld O`t �w E Ili w m 1 STORY BUILDING I ;��t •. x 44. W n 40.0 25 825 GSF I ' I I j'w M - FSE, . _ x-4.7 _ j 12 10 r I rF O i3 Wa Lli BIKE RACK TO COMPLY I �° SCHED-H �15ECfi: n, THE CITY OF SANFORD CODE a �I;4NQIAPPD=pa�1f{� �'VL71I='UN;,ATED=;, El ENTRANCE ,r �' i ENTRANCE ON Y ,< (� LIL _�l_-. I CIOME DETErJABLE SU�?FAC= I SIGNS LL_❑ --- _ U_UJ _CD -- i. : 00 Nn 0. i Y U Q I - I T _.__ . �.�. -- - a---- - ---- I � � W �j F•: I --w- -y 10' M Af I� �N� i,�`EI�:M -- -- - , - I, = _ - z _._... 1 i x m "I TPAINT PAR6f 6 I CURB 0 0 II YELLOW N -- 14 12' 18,i I, 6' H GH CH�AINL�NK � FENCE WITH I-- R ACCiE-S ETES -n I, _, ;�._-...__-_ �._ _5. _ ____ I , � R STORNIWATH_R MAI TENANya E �- I I' --SCREENEtVP_ TE I �, 1 ` D DU I�•4 I 67.8' i• ENCL a 8' I- - O as X a GV kV • •! C4 ! �� X Q C4 .I �fr 1 LLJ -n w En w F � a F �. V U � M ao IM U V) Ld Q C:I ca r ME Ex tV 00 - V) a �<. V) Q J C) u 0 0.1 U C] ca V) QM Cn LAJ" a 0. ck: a- o; 4 W O M om C.) rd Im o L� a o W a � 0 I= Cr.0 LLJ - N UJ ca I a o -•. �. a I U) i M M UI � M I U to U-3 It e+) N rn c v l 0 I in U1 0 41:0 12" FIRE LANE NO PARKING OR STANDING I o" LINE OF SIGHT I rl TRIANGLE (SEE I NOTE THIS SHEETmo�, ` } �N I''I cN � tJc�1 N LOADING AND UNLOADINGp © 6" DOUBLE STRIPE WHITE CEN RLINE SC`AP-BtJF-FER 20',BULL-DING SE-TBAGlC a a 42,0 3 �.. -- _-- 4 4.0 - ALL LETTERS ARE 1" SERIES "C" PER M.U,T.C.D. SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) WHITE o BACKGROUND WITH RED REFLECTORIZED LEGEND, SYMBOL AND BORDER. S89 54`06"W I- SIGN LOCATIONS PER STRIPING PLANS, w INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24--23 0 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M.U,T.C,D,) (7' CLEARANCE) "FIRE LANE NO PARKING" SIGNAGE o ' N.T.S. 3.0' PROPERTY LINE 264.00' GRAPHIC SCALE 20 0 10 20 6E = = = Iiii � ( IN FEET ) 1 inch = 20 ft. O O Q O O TRANCE ONLY 'NS 3" ------L'NO PARKING FIRE LANE' SEE DETAIL THIS SHEET -DO NOT ENTER SIGN - D NOT ENTER SIGNS FACING EAST. 3)" STOP SIGNS FACING Wf ST WHITE, 1'X6' CROSSWALK MARKINGS @ 3 O.C. PER F OT INDEX 17346 24" ERMOPLASTIC STOP BAR -DO INOT ENTER SIG S FACING EAST. 30" STOP SIGNS FACING WE T -LINE OF SIGHT BOLLARD NEW 6' HIGH C.M.U. DUMPSTER ENCLOSURE W/ STUCCO FINISH GARBAGE DUMPSTER 6" THICK REINFORCED GATE POSTS TO BE CONCRETE MOUNTED AT EXTERIOR 40 GAUGE 3" DIA. ................._...... CORE DRILLED. OPAQUE GATE TO COMPLY WITH THE CITY OF SANFORD'S LAND DEVELOPMENT STANDARDS. NOTE: A SEPARATE BUILDING PERMIT IS REQUIRED FOR THE DUMPSTER. THE ARCHITECT WILL SUBMIT NECESSARY PLANS THAT COMPLY WITH FLORIDA BUILDING CODE AND CITY CODE. DUMPSTER FLOOR PIAN 4" SCHEDULE 40 STEEL PIPE PRIMED AND PAINTED BLACK & WELD JOINTS ALL AROUND - VERTICAL PIPES AT 10'-0" O.C. MAX. P®FEWowy ' V-4" ' PIPE RAIL FENCE DETAIL FINISH GRADE PER GRADING PLAN 3000 PSI CONCRETE (USE GROUND AS FORM) M j i 1 1 • �- J 'r LA 4" WHITE 0 2' O.C. h � 0.75' DIA. q. dL-390' dr=100' `moi - t � 1 LINE OF SIGHT NOTES ..r :::::::::::::::::FM ::::::::.... ...........:................. ......... . ,. ».................................::..... �_ w...,,.K...............:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. . c .:::::::::::::::::::::::::::••:::... � Limit Of Clear Sight �} �� r .ILL _....y. ......... .................. •.... •.....• � •�V X ..................................... .................... 1. PER THE FOOT GREEN BOOK NO LINE OF SIGHT IS NEEDED AT ___::::::::::::........•.. ...............------------ ---�._=max•-•---:::$'ees� ...... � :::: Y9""y-------^ , THE 4 --WAY STOP INTERSECTION OF OLD LAKE MARY AND R/W Llne-u'" I R/W Line 6,1 Lo COUNTRY CLUB ROADS Limit Of Clear Sight Corner Clip For Development ' ; Corner Clip For Maintenance WHITE THERMOPLASTIC PAINT 2, THE ONLY NEEDED LINE OF SIGHT TRIANGLE IS AT THE SOUTHERN And Maintenance Of Clear I Of Clear Sight Window MOST, EXIT ONLY DRIVEWAY. THE SPEED LIMIT FOR OLD LAKE Sight Window 11,5 0.45' MARY ROAD IS 35MPH, DESIGN SPEED IS 4OMPH. LINE OF SIGHT �� Minor Road Under Stop Control 0.9'R ' TRIANGLE SHOWN IS PER FOOT INDEX 546. THE NORTH LINE OF * Edge Of Major Road Traveled Way SIGHT IS BASED ON A DL DISTANCE OF 390', THIS LINE 31 TERMINATES AT THE EOP 164' NORTH OF THE DRIVE. THE SOUTH The Traveled Way Is The Portion Of The Roadway For The Movement LINE OF SIGHT IS BASED ON A DR DISTANCE OF 100', THIS LINE Of Vehicles, Exclusive Of Shoulders And Marked Bicycle Lanes. TERMINATES AT THE EDP 42' SOUTH OF THE DRIVE. 3. THE SIGHT TRIANGLE MUST BE CLEAR OF ANY OBSTRUCTIONS Note: Lines For 'Limit Of Clear Sight' Are Opposite Nand When Motor 4 Road Near Lane Traffic Moving Left ( e.g. One -Way Left ). 4. NO TREES WITH A TRUNK DIAMETER GREATER THAN 4" AT \ HANDICAPPED MATURITY OR SHRUBS HIGHER THAN 2.5' SHALL BE PERMITTED PICTORIAL WITHIN THE IDENTIFIED CLEAR SIGHT TRIANGLE, PAVEMENT SYMBOL DETAIL 5. ANY TREES PERMITTED TO REMAIN WITHIN THE IDENTIFIED CLEAR ORIGIN OF CLEAR SIGHT LINE N.T.S. SITE TRIANGLE MUST BE TRIMMED UP TO A HEIGHT OF 8' IN ACCORDANCE WITH FOOT REGULATIONS. ON MINOR ROAD 8' 12' as I LA 4" WHITE 0 2' O.C. h � 0.75' DIA. q. dL-390' dr=100' `moi - t � 1 LINE OF SIGHT NOTES ..r :::::::::::::::::FM ::::::::.... ...........:................. ......... . ,. ».................................::..... �_ w...,,.K...............:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. . c .:::::::::::::::::::::::::::••:::... � Limit Of Clear Sight �} �� r .ILL _....y. ......... .................. •.... •.....• � •�V X ..................................... .................... 1. PER THE FOOT GREEN BOOK NO LINE OF SIGHT IS NEEDED AT ___::::::::::::........•.. ...............------------ ---�._=max•-•---:::$'ees� ...... � :::: Y9""y-------^ , THE 4 --WAY STOP INTERSECTION OF OLD LAKE MARY AND R/W Llne-u'" I R/W Line 6,1 Lo COUNTRY CLUB ROADS Limit Of Clear Sight Corner Clip For Development ' ; Corner Clip For Maintenance WHITE THERMOPLASTIC PAINT 2, THE ONLY NEEDED LINE OF SIGHT TRIANGLE IS AT THE SOUTHERN And Maintenance Of Clear I Of Clear Sight Window MOST, EXIT ONLY DRIVEWAY. THE SPEED LIMIT FOR OLD LAKE Sight Window 11,5 0.45' MARY ROAD IS 35MPH, DESIGN SPEED IS 4OMPH. LINE OF SIGHT �� Minor Road Under Stop Control 0.9'R ' TRIANGLE SHOWN IS PER FOOT INDEX 546. THE NORTH LINE OF * Edge Of Major Road Traveled Way SIGHT IS BASED ON A DL DISTANCE OF 390', THIS LINE 31 TERMINATES AT THE EOP 164' NORTH OF THE DRIVE. THE SOUTH The Traveled Way Is The Portion Of The Roadway For The Movement LINE OF SIGHT IS BASED ON A DR DISTANCE OF 100', THIS LINE Of Vehicles, Exclusive Of Shoulders And Marked Bicycle Lanes. TERMINATES AT THE EDP 42' SOUTH OF THE DRIVE. 3. THE SIGHT TRIANGLE MUST BE CLEAR OF ANY OBSTRUCTIONS Note: Lines For 'Limit Of Clear Sight' Are Opposite Nand When Motor 4 Road Near Lane Traffic Moving Left ( e.g. One -Way Left ). 4. NO TREES WITH A TRUNK DIAMETER GREATER THAN 4" AT \ HANDICAPPED MATURITY OR SHRUBS HIGHER THAN 2.5' SHALL BE PERMITTED PICTORIAL WITHIN THE IDENTIFIED CLEAR SIGHT TRIANGLE, PAVEMENT SYMBOL DETAIL 5. ANY TREES PERMITTED TO REMAIN WITHIN THE IDENTIFIED CLEAR ORIGIN OF CLEAR SIGHT LINE N.T.S. SITE TRIANGLE MUST BE TRIMMED UP TO A HEIGHT OF 8' IN ACCORDANCE WITH FOOT REGULATIONS. ON MINOR ROAD Z A BUILDING NOTE: 1. FINAL INTERIOR BUILDING LAYOUT TO BE PERMITTED SEPARATELY AND SUBJECT TO CHANGE. C4 n P oNL.Y SM FM C"CIMM 1. THE SIGN'S FACE SHALL BE OF REFLECTORIZED MATERIAL, 2. ALL LETTERS ARE 1 INCH SERIES . "C" PER THE MUTCD 3. THE TOP PORTION OF THE SIGN SHALL HAVE A BLUE BACKGROUND WITH A BLACK OPAQUE LEGEND AND BORDER, U4.'4' 4. THE FINE NOTIFICATION SIGN SHALL HAVE A WHITE & BACKGROUND WITH A BLACK OPAQUE LEGEND AND BORDER. 5. ONE SIGN SHALL BE REQUIRED FOR EACH PARKING SPACE. PAFM BY 6. EACH SIGN SHALL HAVE A CLEARANCE OF 7 FEET DRULM FROM THE BOTTOM OF THE SIGN TO FINAL GRADE OR EM THE TOP OF THE CURB, WHICH IS GREATER. SIGNS OF ONLY SHALL NOT BE FARTHER THAN 5 FEET FROM THE FRONT THE PARKING SPACE. giYGfD 3Y11 7. ALL SIGNS SHALL BE MOUNTED ON 3 POUND CHANNEL POSTS. SIGNS MAY BE MOUNTED ON BUILDINGS WITH 3 -POUND CHANNEL POST CITY APPROVAL. I ENGINEERING CONSULTANTS, LLC 1812 Arbor Park Dr. Winter Park, FL 32789 (866) 959-1333 com 1/2" EXPANSION JOINT h&a%andnwq.; Board of Professional Engineers PROPERTY APPRAISER ID NUMBER 35--19-•30-•300-0240-300-0240-0000 Certificate No. 28973 1" SLOPE FINISHED GROUND •� . • JOBNSSS-01 - � SEMINOLE COUNTY o.: I / \ � APPROVED FORCONSTRUCTION DE$IG NEp I BY: p.i.b. .• / ... - • . /DRAWN BY: ACAD � \ THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY � r LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF / , •, ,..•.. APPROVED BY: MLS j CONCRETE BASE COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO DAA: 10-06-11 CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH .1� •�':� : RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE SHEET - ACCEPTANCE •;,s• ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY : •': CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. NOT FOR CONSTRUCTION ",•'','''';, ;a�: UNLESS SIGNED AND SEALED 'A* APPROVED SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT HANDICAP SIGN MAJOR LEE STACY, P.E. REGISTRATION No. 70249 DATE L DATE: l / / as I a GV •! C4 ! ! I Q C4 .I �fr 1 LLJ -n w En w F � a F �. V U � M ao IM U V) Ld Q C:I ca r ME Ex tV 00 V) a V) Q V1 O C) u 0 U C] ca V) QM M LAJ" a 0. ck: a- o; 4 W O M om C.) rd Im o L� a o W a � I= Cr.0 LLJ - N Cn CQ0000 � o -•. �. a i M M C, � M to U-3 It e+) N .- Z A BUILDING NOTE: 1. FINAL INTERIOR BUILDING LAYOUT TO BE PERMITTED SEPARATELY AND SUBJECT TO CHANGE. C4 n P oNL.Y SM FM C"CIMM 1. THE SIGN'S FACE SHALL BE OF REFLECTORIZED MATERIAL, 2. ALL LETTERS ARE 1 INCH SERIES . "C" PER THE MUTCD 3. THE TOP PORTION OF THE SIGN SHALL HAVE A BLUE BACKGROUND WITH A BLACK OPAQUE LEGEND AND BORDER, U4.'4' 4. THE FINE NOTIFICATION SIGN SHALL HAVE A WHITE & BACKGROUND WITH A BLACK OPAQUE LEGEND AND BORDER. 5. ONE SIGN SHALL BE REQUIRED FOR EACH PARKING SPACE. PAFM BY 6. EACH SIGN SHALL HAVE A CLEARANCE OF 7 FEET DRULM FROM THE BOTTOM OF THE SIGN TO FINAL GRADE OR EM THE TOP OF THE CURB, WHICH IS GREATER. SIGNS OF ONLY SHALL NOT BE FARTHER THAN 5 FEET FROM THE FRONT THE PARKING SPACE. giYGfD 3Y11 7. ALL SIGNS SHALL BE MOUNTED ON 3 POUND CHANNEL POSTS. SIGNS MAY BE MOUNTED ON BUILDINGS WITH 3 -POUND CHANNEL POST CITY APPROVAL. I ENGINEERING CONSULTANTS, LLC 1812 Arbor Park Dr. Winter Park, FL 32789 (866) 959-1333 com 1/2" EXPANSION JOINT h&a%andnwq.; Board of Professional Engineers PROPERTY APPRAISER ID NUMBER 35--19-•30-•300-0240-300-0240-0000 Certificate No. 28973 1" SLOPE FINISHED GROUND •� . • JOBNSSS-01 - � SEMINOLE COUNTY o.: I / \ � APPROVED FORCONSTRUCTION DE$IG NEp I BY: p.i.b. .• / ... - • . /DRAWN BY: ACAD � \ THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY � r LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF / , •, ,..•.. APPROVED BY: MLS j CONCRETE BASE COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO DAA: 10-06-11 CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH .1� •�':� : RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE SHEET - ACCEPTANCE •;,s• ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY : •': CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. NOT FOR CONSTRUCTION ",•'','''';, ;a�: UNLESS SIGNED AND SEALED 'A* APPROVED SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT HANDICAP SIGN MAJOR LEE STACY, P.E. REGISTRATION No. 70249 DATE L DATE: l / / INV. F[. J5.44 � INV FL. 36.5.3' (aoTMbf cENMR) DEPENDING ON TYPE 'C' INLET EXACT FIELD LOCATION GRATE EL.=39.50 11 EXACT �� IT MAY BE NECESSARY 12"x6" SLOT (EL. 39.0) �4a TO REMOVE TREES W. INV.=37.10 ra. - k S. I IwV. =3-7.10--- - } - 1 L -APS ' FA-- E ASS' (0.7.3 V., CORE BORE & CONNE T� TO EXIST INLET E. INV. 36.80 t39 7 w 40 L.F. 15" RCP @ 0.40% 6 L.F. 15" RCP @ 0.40% MANHOLE SLOPE MAY VARY 1I \EL 44.'0 TOP= 43.1 46.1'- 6.1'- L. 5' SIDEWALK EN SECTION B -B A WHERE NOTED S. INV. IN = 37.50 r 100YR24HR PEAK 43.50 E. INV. IN = 37.50 MODIFIED FDOT TYPE W. INV IN = 37.50C OUTFALL .-RAI ©Y UNDEADRNNS N. INV. OUT = 37.26 SEE DETAIL SHT. CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO AS A TIE BACK PER S. INV. IN =37.6�i=; -:T -� ...-+ .� �� MANUFACTURER SPECS E. INV. IN = 37.60, W. INV OUT = 37.gq CAP BLOCK SLOPE MAY VARY 1I \EL 44.'0 L. 46.1'- 6.1'- L. 5' SIDEWALK EN SECTION B -B A WHERE NOTED BLOCK RETAINING WALL BLOCK � r 100YR24HR PEAK 43.50 AAMOND BLOCK-- '-12 INCHES OF FREE LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF 10.6" ;^:;:"'`'``7 DRAINING AGGREGATE - MATCH EXIST. .-RAI ©Y UNDEADRNNS GRADE INSTALL LAYER OF GEOGRID O�j INV. 37.6 CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO AS A TIE BACK PER N -:T -� ...-+ .� �� MANUFACTURER SPECS ::,.... =44.0 4" DIA. DRAIN TILE (EL. VARIES)777 _ `6" MINIMUM COMPACTED GRANULAR BASE LEVELING PAD ANSI -#®R DIAMOND 1:3I,AVITY WALL. 1 a I L 275 L.F. 3'-11" HIGH GREY DIAMOND PRO 1 ,� RETAINING WALL (SEE DETAIL THIS SHEET) OR EQUIVALENT,,`) 1 p � x 257 LF OF 12" HDPE PIPE @ 1% I , GRAPHIC SCALE i • za o to zo �; x �I o ( IN FEET) I I I inch = 20 ft. � I m A NOTES FOR SECURITY FENCE a.G Q i ii FRONT YARD: 0 PROPOSED SECURITY FENCING MATERIAL MUST MEET SCHEDULE F SECTION 5.0, OF THE CITY N OF SANFORD LAND DEVELOPMENT CODE., 1 � I REMAINDER: I " FENCE MUST MEET SCHEDULE 0, SECTION 6.0 CITY OF SANFORD LAND DEVELOPMENT CODE. rn v THREADED CAP 18" x 18" x 4" CONCRETE PAD 0 W/ #4 BAR IEACH SIDE u� _----RISER AS REQ'D rn SIZE CLEANOUT 4" DIA. TYP. 0 45' BEND 0 I to � 4"x6"x6" WYE � UNDERDRAIN PIPE i U) 0 Q 0 0 UNDERDRAIN CLEANOUT 0 mN.T.S, n. CDUN TR Y CLUB ROAD r -om­ B kQ�, �• �U4i _OR'S� (FENc,� .PEtDESTRIAN GRATE UUI143 1. Ivll I TOP 43.00 END SECTION- I N. INV.=40.07 }.,2,• SEE DETAIL.,.SF Varies Joint_ - Woven Or Non -Woven 12" 12"Filter Fabric Min. Min. Type D-3 Overlap 2' Min. _ ( See index No, /,99) Securing Device ELLIPTICAL PIPE Joint Joint--1�_Vories 1-911 1211 MlnWoven Or Non -Woven Min. . Filter Fabric I 011* Securing Device ELLIPTICAL PIPE SHOWN ISOMETRIC VIEW ROUND PIPE PIPE SECTIONS Cost of filter fabric Jacket to be included in cost of pipe culverts. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FI L TER FABRIC JACKET NOTE: 1. ELEVATIONS BASED ON NAVD 1988 2. POND BOTTOMS AND SIDE SLOPES SHALL BE SODDED. TYPE D" CURB N.T.S. 1/2- EXPANSION JOINT WITH SEALER TO BE INSTALLED WHERE CONCRETE ABUTS CONCRETE. i L j 1 I r- �� 7608 1� MATCH EXIST PAVM'T �: 1 •so� �� I g ' I II I i I I ' I _ ' I, �.te I F.F. EL i I hfp I EL = 10.1' F.F. EL = 44.75 L 44.4 :L 44.0 ,F. EL=44.75 # 10:1 EXCEPT 44.6 ' 1I \EL 44.'0 L. 46.1'- 6.1'- A SECTION D -D 5' SIDEWALK EN SECTION B -B A WHERE NOTED BLOCK RETAINING WALL BLOCK i� EL 100YR24HR PEAK 43.50 44.0 MEL 25YR24HR PEAK 43.00 v 40.1 LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF -SL 2.0 N_ 120' - ESNGW L - MATCH EXIST. .-RAI ©Y UNDEADRNNS GRADE 6" UNDERDRAIN CJ 15' INV. 37.6 CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO A SECTION A -A MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD of ONE N.T.S. 10.1' F.F. EL = 44.75 L 44.4 :L 44.0 ,F. EL=44.75 # 10:1 EXCEPT 44.6 ' 1I \EL 44.'0 L. X12.6 `EL. 44.4 A SECTION D -D 5' SIDEWALK EN SECTION B -B A WHERE NOTED SEMINOLE COUNTY JOB No.: 555-01 N.T.S. N.T.S. SILT FENCE DRAWN BY: ACAD LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF APPROVED BY: MLS 120' 3.0' CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH 30.0,- 0.0' SHEET - CJ 15' CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD of ONE 44.75 2.17% 2.17% EL = M. 1 EL =44.0 MATCH F.F. EL. = 44.75 3'1 'S.N ��= • .1 42. EXIST. GRADE A SECTION C -C 2.0%3.1 ;1 X6.0% DATE R DATE: r//r// �- N.T.S. EL = 44.0 y TYP EARTH - 1. 6" - 3000 PSI CONCRETE W/6X6 W/2.1X2.1 WWF. Qj 2. 12" STABILIZED SUBBASE TO MIN LBR OF 40 & COMPACTED TO 98% MAX DRY DENSITY (ASHTO T-180) TO BE PLACED IN 2-6" LIFTS. 3. 1/4" EXPANSION JOINT STRIP - SET 1/2" BELOW PAVEMENT TOP 6' 4 21.5' 29.0' 44x5 659% EL = 43,65 CONCRETE PAVEMENT F.F. EL -�� 2.00% 6 I I EL - 44.6 EL. = 44.50 HIGH POINT EL =43,74 0 EL = 44.65 I� w Ar�I �C'ON T. MITERED 1 !}EN SECTION `C t INV. 40.60 Q 11 --( 5:1 n � SLOPE) �9 I � I I II 4 �I 101 `Y Q SII � I II F .5�•Y I II I off' I I II b II I II �I II ti's' I I I j II U ILITY COMPANY I TO IRELOCATE POWEV y, P LES AT OWNE�R'SI EXPENSE CONST. TYF�E A 'C' INLETI TOP EL. 43 501 �Y3 0 INV. 41.30 1 j I I `°I,nI�ImI�I-I0 N.T.S. GRAVEL ENVELOPE TO BE ENCLOSED IN FILTER NOTES FOR SILT FENCE '\\/\\/\\//\\//\\//\\// FABRIC 1. TYPE III SILT FENCE TO BE USED AT MOST LOCATIONS. WHERE USED IN DITCHES, THE SPACING FOR \\\\\/ ELEV, 38.1 TYPE III SILT FENCE SHALL BE IN ACCORDANCE WITH CHART I, SHEET I. COARSE AGGREGATE (SEE NOTE BELOW) 2. TYPE IV SILT FENCE TO BE USED WHERE LARGE SEDIMENT LOADS ARE ANTICIPATED, SUGGESTED USE 6" ELEV. 37.6 IS WHERE FILL SLOPE IS 1:2 OR STEEPER AND THE LENGTH OF THE SLOPE EXCEEDS 25 FEET. AVOID USE WHERE THE DETAINED WATER MAY BACK INTO TRAVEL LANES OR OFF THE RIGHT OF WAY. 9 ELEV. 37.1 3. DO NOT CONSTRUCT SILT FENCES ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE 6" PIPE PRE -WRAPPED TO BE AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. W/ FILTER FABRIC 4. WHERE USED AS SLOPE PROTECTION, SILT FENCE IS TO BE CONSTRUCTED ON 0% LONGITUDINAL GRADE �. TO AVOID CHANNELIZING RUNOFF ALONG THE LENGTH OF THE FENCE. UNDERDRAIN 5. SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE, (LF). N7S NOTE: COARSE AGGREGATE SHALL BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF SECTION 901-2 OR 901-3. THE GRADATION SHALL MEET SECTION 901,GRADES 4, 467, 5, 56 OR 57 STONE UNLESS OTHERWISE SHOWN RESTRICTED IN THE PLANS. (NON CALCAREOUS STONE) TOOLED EDGES W/ 1/8' �4 1/8' RADIUS --\1' 1 ^ C❑NTRACTI❑N J❑INT �A% LOCATE AT 5' INTERVALS PLAN C❑NTRACTI❑N 5'-0" JOINT (TYP) V WATERPROOF ELASTIC CAUL " 4 •� 4'(6' AT DRIVEWAYS PREM❑LDED 1/2' SECTION J❑INT MATERIAL EXPANSI❑N J❑INT LOCATE AT 30' INTERVALS ❑ ESI 1, HAND TOOL JOINTS @ 5' O.C. OR AS INDICATED ON DRAWINGS AND DETAILS, 2. SEE DRAWINGS FOR SIDEWALK WIDTHS, 3, EXPANSION J❑INT AT 15' ❑,C. OR AS INDICATED ON DRAWINGS AND DETAILS, B S 4. ALL SW SHALL HAVE A MAXIMUM OF 2. CROSS SLOPE, ENGINEERINGCGNSDL7AN7S,LLC '/ 1812 /Arbor Park Dr. ATm& mEwALK Dmu Winter Park, FL. 32789 N.T.S. lmr,) 959-1333 I T PROP. GRADE al_ F iy C1 :;:::::::::::::;::::::::::::::::::::::;:::::;....::::::::;::::.:.:.:.:.:.:.:.:.:.:...:..:.:.;..:.:.:............... :::: ow ................................15 RCP.............................................................. DITCH 015" RCP PROFILE ' MATCH EXIST. Board of Professional Engineers A SECTION D -D •n N 113,PAVM'T SEMINOLE COUNTY JOB No.: 555-01 APPROVED FOR CONSTRUCTION N.T.S. SILT FENCE DRAWN BY: ACAD LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF APPROVED BY: MLS COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO W . CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE SHEET - CJ 15' CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD of ONE a 2' MIN. YEAR FROM THE DATE BELOW. NOT FOR CONSTRUCTION UNLESS SIGNED AND SEALED 6' F.F. EL. = 44.75 P� MAJOR LEE STACY, P.E. HIGH POINT 2.0%3.1 ;1 X6.0% DATE R DATE: r//r// �- EL=44.4 GROUND EL = 44.0 y TYP p 5' CONC. FLUME EL = 41.00 MATCH EXIST. A SUCTION E *EXCEPT PAVM'T INSITU SOIL W/ HYDRAULIC -E 5' SIDEWALK WHERE NOTED CONDUCTIVITY OF MIN, 9' C) N.T.s. PER DAY EL = 44.0 101 LLS EL = 44.0 POND BOTTOM ELEV. 40.1 EL = 43,12 WEIR TO BE CONSTRUCTED USING FABRIFORM MATERIAL `°I,nI�ImI�I-I0 N.T.S. GRAVEL ENVELOPE TO BE ENCLOSED IN FILTER NOTES FOR SILT FENCE '\\/\\/\\//\\//\\//\\// FABRIC 1. TYPE III SILT FENCE TO BE USED AT MOST LOCATIONS. WHERE USED IN DITCHES, THE SPACING FOR \\\\\/ ELEV, 38.1 TYPE III SILT FENCE SHALL BE IN ACCORDANCE WITH CHART I, SHEET I. COARSE AGGREGATE (SEE NOTE BELOW) 2. TYPE IV SILT FENCE TO BE USED WHERE LARGE SEDIMENT LOADS ARE ANTICIPATED, SUGGESTED USE 6" ELEV. 37.6 IS WHERE FILL SLOPE IS 1:2 OR STEEPER AND THE LENGTH OF THE SLOPE EXCEEDS 25 FEET. AVOID USE WHERE THE DETAINED WATER MAY BACK INTO TRAVEL LANES OR OFF THE RIGHT OF WAY. 9 ELEV. 37.1 3. DO NOT CONSTRUCT SILT FENCES ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE 6" PIPE PRE -WRAPPED TO BE AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. W/ FILTER FABRIC 4. WHERE USED AS SLOPE PROTECTION, SILT FENCE IS TO BE CONSTRUCTED ON 0% LONGITUDINAL GRADE �. TO AVOID CHANNELIZING RUNOFF ALONG THE LENGTH OF THE FENCE. UNDERDRAIN 5. SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE, (LF). N7S NOTE: COARSE AGGREGATE SHALL BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF SECTION 901-2 OR 901-3. THE GRADATION SHALL MEET SECTION 901,GRADES 4, 467, 5, 56 OR 57 STONE UNLESS OTHERWISE SHOWN RESTRICTED IN THE PLANS. (NON CALCAREOUS STONE) TOOLED EDGES W/ 1/8' �4 1/8' RADIUS --\1' 1 ^ C❑NTRACTI❑N J❑INT �A% LOCATE AT 5' INTERVALS PLAN C❑NTRACTI❑N 5'-0" JOINT (TYP) V WATERPROOF ELASTIC CAUL " 4 •� 4'(6' AT DRIVEWAYS PREM❑LDED 1/2' SECTION J❑INT MATERIAL EXPANSI❑N J❑INT LOCATE AT 30' INTERVALS ❑ ESI 1, HAND TOOL JOINTS @ 5' O.C. OR AS INDICATED ON DRAWINGS AND DETAILS, 2. SEE DRAWINGS FOR SIDEWALK WIDTHS, 3, EXPANSION J❑INT AT 15' ❑,C. OR AS INDICATED ON DRAWINGS AND DETAILS, B S 4. ALL SW SHALL HAVE A MAXIMUM OF 2. CROSS SLOPE, ENGINEERINGCGNSDL7AN7S,LLC '/ 1812 /Arbor Park Dr. ATm& mEwALK Dmu Winter Park, FL. 32789 N.T.S. lmr,) 959-1333 I T PROP. GRADE al_ F iy C1 :;:::::::::::::;::::::::::::::::::::::;:::::;....::::::::;::::.:.:.:.:.:.:.:.:.:.:...:..:.:.;..:.:.:............... :::: ow ................................15 RCP.............................................................. DITCH 015" RCP PROFILE bdm0bandong.com Board of Professional Engineers C13 Q Certificate No. 28973 SEMINOLE COUNTY JOB No.: 555-01 APPROVED FOR CONSTRUCTION DESIGNED BY: p.i.b. THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY DRAWN BY: ACAD LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF APPROVED BY: MLS COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO DATE: 10-06-11 CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE SHEET - ACCEPTANCE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD of ONE YEAR FROM THE DATE BELOW. NOT FOR CONSTRUCTION UNLESS SIGNED AND SEALED APPROVED P� MAJOR LEE STACY, P.E. REGISTRATION No. 70249 DATE R DATE: r//r// �- p C4 T C T C) LLS w o ® z F- M :m W W Ld o ' C,a V 0 V N V ME Lj CLLai N 06 -' CIG � � C;) N V L. -A It.. V w a- 4 (n LLI ii. ti o 0 V lcjn� to w o 2 Y ca cn v-► O 00 C=O `- v o 7 a Mcm - atj - `.'--. A tq cm) t LO Y1 •fid' `°I,nI�ImI�I-I0 N.T.S. GRAVEL ENVELOPE TO BE ENCLOSED IN FILTER NOTES FOR SILT FENCE '\\/\\/\\//\\//\\//\\// FABRIC 1. TYPE III SILT FENCE TO BE USED AT MOST LOCATIONS. WHERE USED IN DITCHES, THE SPACING FOR \\\\\/ ELEV, 38.1 TYPE III SILT FENCE SHALL BE IN ACCORDANCE WITH CHART I, SHEET I. COARSE AGGREGATE (SEE NOTE BELOW) 2. TYPE IV SILT FENCE TO BE USED WHERE LARGE SEDIMENT LOADS ARE ANTICIPATED, SUGGESTED USE 6" ELEV. 37.6 IS WHERE FILL SLOPE IS 1:2 OR STEEPER AND THE LENGTH OF THE SLOPE EXCEEDS 25 FEET. AVOID USE WHERE THE DETAINED WATER MAY BACK INTO TRAVEL LANES OR OFF THE RIGHT OF WAY. 9 ELEV. 37.1 3. DO NOT CONSTRUCT SILT FENCES ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE 6" PIPE PRE -WRAPPED TO BE AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. W/ FILTER FABRIC 4. WHERE USED AS SLOPE PROTECTION, SILT FENCE IS TO BE CONSTRUCTED ON 0% LONGITUDINAL GRADE �. TO AVOID CHANNELIZING RUNOFF ALONG THE LENGTH OF THE FENCE. UNDERDRAIN 5. SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE, (LF). N7S NOTE: COARSE AGGREGATE SHALL BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF SECTION 901-2 OR 901-3. THE GRADATION SHALL MEET SECTION 901,GRADES 4, 467, 5, 56 OR 57 STONE UNLESS OTHERWISE SHOWN RESTRICTED IN THE PLANS. (NON CALCAREOUS STONE) TOOLED EDGES W/ 1/8' �4 1/8' RADIUS --\1' 1 ^ C❑NTRACTI❑N J❑INT �A% LOCATE AT 5' INTERVALS PLAN C❑NTRACTI❑N 5'-0" JOINT (TYP) V WATERPROOF ELASTIC CAUL " 4 •� 4'(6' AT DRIVEWAYS PREM❑LDED 1/2' SECTION J❑INT MATERIAL EXPANSI❑N J❑INT LOCATE AT 30' INTERVALS ❑ ESI 1, HAND TOOL JOINTS @ 5' O.C. OR AS INDICATED ON DRAWINGS AND DETAILS, 2. SEE DRAWINGS FOR SIDEWALK WIDTHS, 3, EXPANSION J❑INT AT 15' ❑,C. OR AS INDICATED ON DRAWINGS AND DETAILS, B S 4. ALL SW SHALL HAVE A MAXIMUM OF 2. CROSS SLOPE, ENGINEERINGCGNSDL7AN7S,LLC '/ 1812 /Arbor Park Dr. ATm& mEwALK Dmu Winter Park, FL. 32789 N.T.S. lmr,) 959-1333 I T PROP. GRADE al_ F iy C1 :;:::::::::::::;::::::::::::::::::::::;:::::;....::::::::;::::.:.:.:.:.:.:.:.:.:.:...:..:.:.;..:.:.:............... :::: ow ................................15 RCP.............................................................. DITCH 015" RCP PROFILE /b l bdm0bandong.com Board of Professional Engineers PROPERTY APPRAISER ID NUMBER 35-19-30-300-0240-300-0240-0000 Certificate No. 28973 SEMINOLE COUNTY JOB No.: 555-01 APPROVED FOR CONSTRUCTION DESIGNED BY: p.i.b. THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY DRAWN BY: ACAD LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF APPROVED BY: MLS COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO DATE: 10-06-11 CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE SHEET - ACCEPTANCE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD of ONE YEAR FROM THE DATE BELOW. NOT FOR CONSTRUCTION UNLESS SIGNED AND SEALED APPROVED SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT MAJOR LEE STACY, P.E. REGISTRATION No. 70249 DATE R DATE: r//r// �- /b l COUN TR K CLUB Rn AD t�=w FIRE TRUCK, ERW ERW ERV ERW ERW ERV 7EFM--EFM --EFM Lrn EFM EFM EF 41,0 4: Q v v 4•. e Q. v v a. ° a •Q a v. o ' A 7 n k _ 44,0 ___ -___ - - - ' . 5 ------------ T----- ._._._.___._.__ 43U- :: ------ 41 ----- r. -41,fj ) i- 0 SANITAFY LIFT STATION -- _.__.__.--__ AI II S C-8 & � -8.1 2.25 (6") RI6Y-&-CO., l; NC-.) A INSTALL BY WET TA 12"x4" TAPPING SADDLE LVE & WITH 4" PLUG VA VALVE BOX (EXISTING 12" FM - SIZE PER CITY OF SANFORD) NOTE: PLUG VALVE MUST -WNOF 5' FRnM_ EOP (PER CITY OF SANFORD) ERW M EFM 14 LFEFPF 4" PVC FM FM (RED. CONN.) • d 41.4,0 ' �A " REDS '• A - RECLAIMED MET R SIZED BWLANDSC(APE ARC I ITECT WET T P RECD ED `_. MAIN '6\ 5 LFI OF 6" PVC 4: tl x 1.ob% Y i • S INV: m 4230- SAN ITAR LIFT STATION --'I 3 WITH=6' HIGH=DECORATIVE --- ALUMINU 4 PICKET FENCE WITH DO. BLE GATE ilk ---1-STORY BUILDING 25)882.5 GSF FFE = 44.75 s I LI=fQN-KOT�S:, �------------ ==,a r,-.=---------,�_.....__ ERUCALC LATION 2 _ ATER--' LOSETS -ERU 1 RINKIN FOUN AIN I .042 ERU 1 INK - - - .167 ERU Tn�6l 'ING ORCEMAIN 7 DA`iS WITF A )[1_36.19,0JE�T. ,LS 3.V5 FEET F S89.54'06 "W o WASTE WATER SET TOP OF VALVE BOX LID (SEE FIGURE 115) F L4 CL W CONCRETE COLLAR W POS FOR FIRE FLOW W t � t � N F--• 5' FROM SIDEWALK A rt Uj W ~'� ✓ I. 0�,Cp cG FINISHED GRADE ET TAP EXIST. 2 " M; PURPLE - RECLAIM WATER rsEE FIGURE 107) L ,a W yu , SADDLE & 3/4" ESR W i1�:,,• V) • a 6 .� W W X: w W ADJUSTABLE CAST IRON U i W SEE NOTE 2 - VALVE BOX x W W .° ! 1 1® ' p ' 1; , BOX SHALL REST ON a DIEN ION AND LOCATION RESILIENT SEAT 1 I d j m M. J. GATE VALVE AS-BUILTwi + ON VALVE OR PIPE (866) 959-1333 AND SHALL BE o WATER urram UP TO e c. '6\ 5 LFI OF 6" PVC 4: tl x 1.ob% Y i • S INV: m 4230- SAN ITAR LIFT STATION --'I 3 WITH=6' HIGH=DECORATIVE --- ALUMINU 4 PICKET FENCE WITH DO. BLE GATE ilk ---1-STORY BUILDING 25)882.5 GSF FFE = 44.75 s I LI=fQN-KOT�S:, �------------ ==,a r,-.=---------,�_.....__ ERUCALC LATION 2 _ ATER--' LOSETS -ERU 1 RINKIN FOUN AIN I .042 ERU 1 INK - - - .167 ERU Tn�6l 'ING ORCEMAIN 7 DA`iS WITF A )[1_36.19,0JE�T. ,LS 3.V5 FEET F S89.54'06 "W o WASTE WATER SET TOP OF VALVE BOX LID (SEE FIGURE 115) F L4 TO FINISHED GRADE W CONCRETE COLLAR W POS FOR FIRE FLOW W 5' FROM SIDEWALK A I UNPAVED AREAS Uj W rm vN FINISHED GRADE ET TAP EXIST. 2 " M; PURPLE - RECLAIM WATER rsEE FIGURE 107) L ,a W yu , SADDLE & 3/4" ESR W i1�:,,• V) • a 6 .� W W X: w W ADJUSTABLE CAST IRON U i W SEE NOTE 2 - VALVE BOX x W W .° UNE PRIOR TO CERTIFICATE OF p ' OCC'ANCY. FINAL BOX SHALL REST ON a DIEN ION AND LOCATION RESILIENT SEAT BEDDING ROCK NOT j M. J. GATE VALVE AS-BUILTwi ON VALVE OR PIPE (866) 959-1333 AND SHALL BE o WATER urram UP TO e WATER CENTERED ON OPERATING NUT (9Y CITY of SANFORD) MAIN CITY OF sANFQRD rn b&sftondowg•com SINGLE SERVICE DOUBLE SERVICE AN Tn z CONTINUOUS COLOR CODED 14 GAUGE o INSULATED WIRE (NON-METALLIC w PIPES ONLY) 6" BEDDING ROCK C7 PLUG VALVE AND BOX DETAIL, � a ' (FIG. 203) 4, f1 ._. 44,0 4 3 1 0 _� ,NITORED F 16 1 40.65 FEET. i i , a c a ED 1Z� s • - ._______-.I � 7.50' 4" [�,RY FDC LINE 1" POTAB a 264.00' NOTES; 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 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. CONST, FDC WASTE WATER 'p+ x 3/4) w CONN. L4 6"x6" TEE, 6" 0■W W A CONST 6" DDCV ASSY. W W POS FOR FIRE FLOW W 5' FROM SIDEWALK A Q I� 6 W Uj W rm vN vM ET TAP EXIST. 2 " M; PURPLE - RECLAIM WATER NSTALL 6" GATE AWE. L ,a W yu , SADDLE & 3/4" ESR W i1�:,,• ENGINEERING CONSULTANTS, LLC • a 6 .� W W X: w W UTILITY EASEMENT TO B W i W DEDIC�TED TO THE CITY x W W .° UNE PRIOR TO CERTIFICATE OF p ' OCC'ANCY. FINAL TUBING (1" MIN.) PROPERTY DIEN ION AND LOCATION Winter Park, FL 32789 WILLJE SHOWN ON UNE N AS-BUILTwi INDIVIDUAL METER DO)W5 (866) 959-1333 WATER METER UP TO 2' cltlLIddtiLIryEILIt1LILILI nnnnnnonnnnonn nnnn�ng0oo�ggn ❑nCI�C]CIq��O Dqq❑ gT70OClClq[]000OLIO El El n o RECLAIMED Q o 11 El 00 OgnOq Of]OgOOngq D��nggOqq�OqC7Q oaonaonnnonnn❑ on000n0000g4oq onr,00nn0000non nk - A nI Yl v �- RECLAIMED WATER WASTE WATER A x 3/4) w CONST. S SS L4 6"x6" TEE, 6" 0■W W A CONST 6" DDCV ASSY. W W POS FOR FIRE FLOW W 5' FROM SIDEWALK APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: Q I� 6 W Uj W INSTALL 24"X6" T PP NG SA DLE; ET TAP EXIST. 2 " M; PURPLE - RECLAIM WATER NSTALL 6" GATE AWE. 3 A W W CONST. 6"x1" TA PING ac131, SADDLE & 3/4" ESR W IWITH INTEGRAL 96P N ENGINEERING CONSULTANTS, LLC METER BOX, S' 0 F W. f5 W W X: w W W W i W x t5 x W W I I UNE RECLAIMED WATER WASTE WATER QQ13O x 3/4) w 00000000 00000000x0 NOTE: 000UQU00000 CURB STOP j UU0000UUUULIU 13110 U 0 U APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: 13E3 11 wATeR LIq❑ 2 FIRE HYDRANT ASSEMBLY DETAIL 0 0 0 0 o 0 0 0 o m o 0 PURPLE - RECLAIM WATER 0000000000 0 0 0 0 0qlp GREEN-SEWER ooo x 0r� ac131, W e BLUE - POTABLE WATER POTABLE WATER ENGINEERING CONSULTANTS, LLC TYPICAL VALVE BOX COVER DETAIL (FIG. 115) I > V A CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES !3 !3 -03 o (3" MIN.) (SEE TYPE a W/ SIZE OF PIPE BEDDING AND TRENCHING SET TOP OF VALVE BOX LID (SEE FIGURE 115) DETAIL FOR OTHER RESTORATION.) FINISHED GRADE TO FINISHED GRADE IF CONCRETE COLLAR FINISHED GRADE rsEENFIGURE AREAS c) ANGLE MAY VARY•' ADJUSTABLE CAST IRON K SEE NOTE 2 VALVE BOX m � T BOX SHALL REST ON SEE NOTE 4 � v BEDDING ROCK NOT N RESILIENT SEAT COMMON FILL' PIPE' O.b. U M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE 7[_ CENTERED ON MAIN R OPERATING NUTN GRAPHIC SCALE I U 12" (TYP.) SELECT w w COMMON zo 0 10 zo FILL �' CONTINUOUS o SELECT COMMON m z W GAUGE a LOCAINWIRE BEDDING ROCK °- ( IN FEET) PIPE BEDDING 6" BEDDING ROCK 1 inch = 20 ft. U U CD (SEE NOTE 8 do 9) UNDISTURBED EARTH NOTES: 7x NOTES: Cx ex 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. C3 C3 DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO AS PER AASHTO T-180. FLOWABLE FILL, 100-1125 PSI, SHALL BE USED WHERE COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. a PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF THE UTILITY MANUAL FOR DESIGN MIX. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN 0 C) 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL m 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER GATE VALVE AND BOX DETAIL ca ca a 14. 24' AND LARGER, THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER (FIG. 400) cr m z OF THE PIPE. a a 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. BALL VALVE FOR 2 O.S. & Y. RESILIENT W w 0 INCHES AND BELOW SEAT GATE VALVE. DOUBLE CHECK OR v1 N 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF (DOMESTIC AND IRRI-- REDUCED PRESSURE ZONE �. s: (2 REQUIRED) THE FLOW. GATION ONLY. 2 REQUIRED) DETECTOR ASSEMBLY AS O.S. d Y. RESILIENT w Ld U 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS, APPROVED BY THE CITY SEAT R VALVE SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT, TEST Cm (TYP.) TEST COCK (TYP.) (2 REQUUIRED) 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDINGTHREADED DIELECTRIC UNION RODS ON D.I.P. RISER (TYP) ■ . G DEPTH SHALL BE 4 MINIMUM FOR PIPE DIAMETER LESS THAN 15n , AND s■ (2 REQUIRED) MINIMUM NIPPLE (TYP.) FLANGED " 90• BEND 90• BEND 4" CONCRETE SLAB p M FOR PIPE DIAMETER 16 AND LARGER. (2 REQUIRED) (2 REQ-) = WITH NO. 8 x 6 � 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK w10 x w10 ■ WIRE MESH BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REQUIRED REMOVAL OF FINAL GRADE - x 24 `' 6 1 2" PREFORMED JOINT UNSUITABLE MATERIAL TO REACH A SUITABLE FOUNDATION. ' "' �` � "CONCRETE SLA9 " TERU►L BETWEEN j 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE . WWIITOH x w10 x B PIPE �) CONCRETE If 38' M COVER SLAB GRASS SPECIES. FROM To } 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE WIRE MESH A�1lIOIN� 90' BEND (2 REQ.) SERVICE rn REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY MAIN sERVlce THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY REGULATIONS. 9O• BEND OR RESTRAINED 90' BEND OR AS REQUIRED BACK TO VALVE AS BY THE CITY REQUIRED BY THE CT1Y TYPE A BEDDING AND TRENCHING DETAIL (FIG. tot) 2 INCH AND BELOW ASSEMBLY 3 INCH AND ABOVE ASSEMBLY ALL LETTERS 2" IN HEIGHT WITH 3/4" 18" SPACING BETWEEN ROWS. NOTES: DOUDLE CHM VALVE ` 4 DETECTOR METER A']IDIY (MIMDNM) 1. ALL PIPE FITTINAPPURTENANCES SHALL BE DA'- VALVE GS, MATERIALS, LABOR, AND APPURTENA SUPPLIED BY THE CONTRACTOR. (a REQUIRED) 6'O' MIM 1 1/4" IRRIGATION WITH 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED 2" RECLAIMED12 SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A) 3/4" WATER 3. PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED caacRETE sLAe ABOVE GROUND DEVICE WITH JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE DETECTOR BYPASS DO NOT DRINK FACTORY --FLANGED. (FIGURE 5006) 1 1/2" ° 4. VALVES SHALL BE CHAINED CLOSED. (FIGURE 5000) 1 1/4" 36" MAX. 0 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5006) 1/2" BORDER ° 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION o - - USES AND BLACK FOR ALL OTHER USES, ° ♦` 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT • • r • 0 • • • TO THE MAIN. (FIGURE 500B) ♦ r ♦ v ♦ ♦ . O `+ + ♦ v r • ♦ ♦ v ♦ ♦ r r + ♦ ♦ v v r ' • - • o ` + ` DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY ` + ` . ` + ` r + .....` ♦ r ♦ a ♦ 4 + . 6 1■�■ NOTES: + + s HYDRANT OPERATING 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND NUT SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. HOSE NOZZLE AS REQ'D. NOTES: 24" SQUARE OR 2. BACKGROUND SHALL BE PANTONE PURPLE 522C, ROUND AND 6 THICK PUMPER NOZZLE 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY REINFORCED CONCRETE LETTERS SHALL BE WHITE. SHEAR PAD. SEE FACING STREET PLUGGED WEEP HOLE. NOTE 2 - ALVE CO R 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL 2 - #4 AT 9" SEE DETAIL 2, THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 6 INCHES BELOW BE USED. O.C. ALL FINISHED GRADE AND SOD THE RECESSED SECTION. AROUND a, © 4. POST SHALL BE U CHANNEL 2 LB. HOT ROLLED HIGH 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6" T� TENSILE RAIL OR BILLET STEEL WITH GALVANIZED MINIMUM. C1 FINISH PER ASTM A-123. COMPACTED BACKFILL W ANCHORING 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, OR KENNEDY 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. SEE NOTE 3 K81A OR CLOW MEDALLION F-2545, 6. SIGNS SHALL BE PLACED BY CONTRACTOR IN ' 12" MIN. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE ACCORDANCE WITH THE CITY APPROVED ENGINEERING UTILITIES MANUAL, PLANS AND/OR AS APPROVED BY THE UTILITY DIRECTOR. 6. CONTRACTOR SHALL PROVIDE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS RECLAIMED WATER IMIUATION SIGN IN ACCORDANCE WITH SECTIONS 52.4 AND 52,7,3 OF THE UTILITIES MANUAL. FIG 114 6" BEDDING ROCK MARK WITH WOOD CORPORATION Y -BRANCH CORPO TION PAINTED IDENTI- STOP (1" MIN.) FITTING M J ANCHORING RESILIENT SEAT GATE STOP 1 ` MIN.) CAL COLOR & (i' x 3/4" COUPLING VALVE AND BOX WITH LOT NUM SEE D L BERS x 3/4) w ( ETAI ) CURB STOP j ;E N E 3) z -K 2 FIRE HYDRANT ASSEMBLY DETAIL 3 (FIG. 4U2) ac131, W e ENGINEERING CONSULTANTS, LLC MAX 3 L5. 3 PROPERTY UNE 1812 Arbor Park Dr. TUBING (1" MIN.) TUBING (1" MIN.) PROPERTY Winter Park, FL 32789 UNE mom MEM Box AND INDIVIDUAL METER DO)W5 (866) 959-1333 WATER METER UP TO 2' WATER urram UP TO e (9Y CITY of SANFORD) CITY OF sANFQRD b&sftondowg•com SINGLE SERVICE DOUBLE SERVICE our Of Professional Engineers CORPORATION STOP (NORMIALLY OPEN) LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE t0 MAIN WIRE) WATER MAIN SADDLE CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE (POLYETHYLENE TUBING ONLY) - 45' PROPERTY APPRAISER ID NUMBER 35-19-30-300-0240-300-0240-•-0000 Certlflcote No. 28973 SEMINOLE COUNTY JOB NO.: SSS -01 APPROVED FOR CONSTRUCTION DESIGNED BY: p.i.b. FEBCO 810 THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY DRAWN BY: ACAD DOUBLE CHECK NOTES: LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF APPROVED BY: MLS VALVE COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH DATE: 10-06-11 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE SHEET: 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY C!'6 CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE NOT' FOR CONSTRUCTION BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP YEAR FROM THE DAIS BELOW. FORD Y202 UNLESS SIGNED AND SEALED YOKE BAR PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED, APPROVED METER 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS FORD CURB STOP POLYETHYLENE TUBING. SV92-323W SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS MAJOR LEE STACY, P.E. TYPE "K" FLEXIBLE POLYETHYLENE TUBING, REGISTRATION No. 70249 COPPER OR CTS POLYETHYLENE WATER SERVICE CONNECTION DETAIL DATE T(MIN) FIG. 405 DATE: ( /% Ia. CL ca 7: ou 0 O _J U) U) 0 M W 1 0 I �2 1,, cn .1: Ell: in Z < Ld 0 (Y Approach Length As Required • Synthetic Bates FlItor Fabric 13 4" Min. Typo D -/, Index N?. 199 TRANSITION DETAIL FlItOr F17br1c LIM. A1174 Typo 0 _I. Index No. SECTION A -A :!zed As Required Based On Flow And Grudo o v PROPOSED NLET OPEN RISER APRON POSED NLE1 APRON ROCK BAGS PARTIAL INLET Sidewalk O Pit Volume Is Below The Inlot Elevation Or The Outlet Elevation, Whichever Is Lower SECTION B -B Compacted Backfill ......... Stdodraln Plpe RURAL CONNECTION DETAIL DITCH ® ° -r r� DITCH CURB o GUTTER L_J I DITCH BOTTOM INLET CURB & GUTTER ROCK BAGS COMPLETED INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES 12" 2.10, 1.5' r__rF__E__ 1 1.0 -1 WIDTH 6" ABOVE FL its CONCRETE SPLASH PAD 12" BEVELED OR ROUND CORNERS CONCRETE SLAB, 3" THICK, REINFORCED 01-H W.W.F. 6x6 W1.4xW1.4 ExistAN Raceway Edge Of Pavement GENERAL NOTES I. A Soil Tracking Prevention Device (STPD) shall be oonstrtioted at locations designated by the engineer for points of egress from unstablitzed areas of the project to public roads where off5lto trucking of mud could Occur. TrafFlo from unstubtlized arms of the owstruotion projeat shall be d1rooted Mru a STPD. Barriers, flogging, or other positive means shall be used au rewired to limit and direct vehicular egress across the STPD. The Contractor may propose on alternative technique to minimize offsite trucking of sediment. The alternative most be reviewed and approved by the Engineer prior to Its use. .3. All materials spilled, dropped, or trucked onto public rows STPD and oonetruotion mud) shall be removed the frowmoliyr dlrdd by the Engine., ddlly, r mo Irma 4. Aggregates shall be d;5�1 n Section 901 excluding901-2.3. go tr#l� is not OV A re as shall be F", If this she /0, the next avallab1. smaller size aggregate mg be Substituted with the approval of the Engineer. Sizes oontaffilng excessive mwil aggregate will truck off the project and are unsuitable. 5. The sediment pit should provide a retention volume of 3600 cublo feet/acre OF surfwe area draining to the pit. When the STPD Is isolated from other drainage areas, the following pit volumes will satisfy this requirement, 15'x 50, •100 ft J0'X _W -200 ft, As = to the sediment pit , the width of the Swale bottom can be to obtaln the volume. When the sediment pit or Swale volume has been red)ood to one half, It shall be oleaned. When a Swale 13 u5od, Synthetic Bates or slit fence shall be placed along the entire length. 6. The Swale d/M draining the STPD shall have a 0.2X minimum and a 1.0% maximum grade along the STPD and to the sediment pit. 7. Mitered end sections are not rewired when the sidedruln pipe satisfies the Wear zone requirements. U. The STPD shall be maInfolnod In a condition that will allow It 10 performIts Function. To prevent offsite troaking, the STPD shall be rinsed (d when in use) to move cowmalatod mud downward Hvv the stone. AaStlanal Stabilization of the vehicular route reading to the STPD may be rewired to limit the mud trucked. 9. A 5 -TPD shall be IAd. for under the cooftvot unit price for Soil Trucking Device, E PreventionThe unit price shall constitute full compensation for construction, maIntenonca, replacement of materials, removal, and restoration of the area utilized for the STPD, Including but not limited to exommation, grodIng. temporary pipe (including ME -5 when required), filter fabric, aggregate, paved turnout (Including asphalt and base construction). ditch slablilzutlon, = route slablilzatlon, sediment removal and disposal, water, rinsing and of the STPD and olean/nu OF public roads. and sod. Synthetlr_ Dole or We Type BarrlLr 5hQ(t be paM f r1.1% under the rontract unit price for Synthetic Hay Bates, LF. Slit fence shall be pold for under the contract unit price for Staked Slit Fence, LF. P. The nominal size of a standard STPD Is 15'x 50'unless otherwise Shown In the plans. If the volume of entering and exiting vehicles warrant a JO' width STPD may be used If o%wed by the Erglneer. When double widM (30') STPD Is used, & goy quantity shall ba I � 2 for each l000tion. SOIL TRACKING PREVENTION DEVICE TYPE A North American Green 14649 Flighway 41 North Evansville, IN 47725 Material and Performance Specification Sheet 800-772-2040 NORTH AMERICAN FAX: 812-867-02,17 GREEN" www.nayreen.cot ..... ........... . ..... ............ .... . .............. 0125 Erosion Control Blanket The long-term double net erosion Control blanket shall be a machine -produced mat or 100% coconut fiber with a functional longevity of up to 36 months. (NOTE: functional longevity may vary depending upon climatic conditions, soil, geographical location, and elevation). The blanket shall be of consistent thickness with the coconut evenly distributed over the entire area of the mat. The blanket shall be covered on the top and bottom sides with a heavyvvelght polypropylene netting having ultraviolet additives to delay breakdown and an approximate 0.63 x 0.63 (1.59 x 1.59 cm) mesh. The blanket shall be swwn together on 1.50 inch '3.81 cm) centers,.vith degradable thread. The C125 shall meet requirements established by the Erosion Control Technology Council (ECTC) Specification and the US Department of Higl , y Transportation, Federal Highway Administration's (FHWA) Standard Specifications for Construction of Roads and Bridges on Federal wil Projects. FP -03 Section 713.17 as a type 4 Long-term Erosion Control Blanket. The C125 is also available with the DOT System"',!, which consists of installation staple patterns clearly marked on the erosion control blanket with environmentally safe paint.The blanket shall be manufactured with a colored thread stitched along both outer edges (approximately 2-5 inches 15- 12.5 cm] from the edge) as an overlap guide for adjacent mats, Material Content Matrix 100% Coconut Fiber 0.5 14s/vdl (0-27 kglw,-) Nettings ISI 3.0 IN1 000 R (1.47 kgI1 Thread 100% Black Polypropylene Area 80.0 yds (66.9 m-) Iql Ir. rinv 11,1- D ASTM 6475 8,00 oziyd2 (271 ginfl Swell ECTC Guidelines ISI Smolder Resistance ECTC Guidelines Yes Stiffness ASTM D1388 1) IWI Appr000h Lonlith ECTC Guidelines 6.6% Tensile Strength -MD ASTM D61318 294 lbs/ft (4,36 kN,,'M) Elongation - MD ASTM D6818 21.3% Tensile Strength --TD ASTM D6818 205,21bs/ft 13.04 kN!m) 1 Elongation - TD ASTN1 D6818 28,4% SEC. 985 FDOT SPEC.) .• - . - .., � INV. 37.60 �CQNNFf CONNECTOR 50, std. FILL W/ CONCRETE A FILTER FABRIC SPLASH PAD OF f �2 ........ Construct Paved Turnout M0DR6)MCTM%V 6 6- (Index No 515). Roy Be �t:5, OUTFALL CONTROL Deleted If Approved TOP VIEW -, BY Tho Enulnoor. ELEVATION SECTION _j ZZZ 5' B -------- - m _ - _ Slopo To Drain Berm Swale A Sediment Pit Synthetic �akes Approach Length As Required • Synthetic Bates FlItor Fabric 13 4" Min. Typo D -/, Index N?. 199 TRANSITION DETAIL FlItOr F17br1c LIM. A1174 Typo 0 _I. Index No. SECTION A -A :!zed As Required Based On Flow And Grudo o v PROPOSED NLET OPEN RISER APRON POSED NLE1 APRON ROCK BAGS PARTIAL INLET Sidewalk O Pit Volume Is Below The Inlot Elevation Or The Outlet Elevation, Whichever Is Lower SECTION B -B Compacted Backfill ......... Stdodraln Plpe RURAL CONNECTION DETAIL DITCH ® ° -r r� DITCH CURB o GUTTER L_J I DITCH BOTTOM INLET CURB & GUTTER ROCK BAGS COMPLETED INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES 12" 2.10, 1.5' r__rF__E__ 1 1.0 -1 WIDTH 6" ABOVE FL its CONCRETE SPLASH PAD 12" BEVELED OR ROUND CORNERS CONCRETE SLAB, 3" THICK, REINFORCED 01-H W.W.F. 6x6 W1.4xW1.4 ExistAN Raceway Edge Of Pavement GENERAL NOTES I. A Soil Tracking Prevention Device (STPD) shall be oonstrtioted at locations designated by the engineer for points of egress from unstablitzed areas of the project to public roads where off5lto trucking of mud could Occur. TrafFlo from unstubtlized arms of the owstruotion projeat shall be d1rooted Mru a STPD. Barriers, flogging, or other positive means shall be used au rewired to limit and direct vehicular egress across the STPD. The Contractor may propose on alternative technique to minimize offsite trucking of sediment. The alternative most be reviewed and approved by the Engineer prior to Its use. .3. All materials spilled, dropped, or trucked onto public rows STPD and oonetruotion mud) shall be removed the frowmoliyr dlrdd by the Engine., ddlly, r mo Irma 4. Aggregates shall be d;5�1 n Section 901 excluding901-2.3. go tr#l� is not OV A re as shall be F", If this she /0, the next avallab1. smaller size aggregate mg be Substituted with the approval of the Engineer. Sizes oontaffilng excessive mwil aggregate will truck off the project and are unsuitable. 5. The sediment pit should provide a retention volume of 3600 cublo feet/acre OF surfwe area draining to the pit. When the STPD Is isolated from other drainage areas, the following pit volumes will satisfy this requirement, 15'x 50, •100 ft J0'X _W -200 ft, As = to the sediment pit , the width of the Swale bottom can be to obtaln the volume. When the sediment pit or Swale volume has been red)ood to one half, It shall be oleaned. When a Swale 13 u5od, Synthetic Bates or slit fence shall be placed along the entire length. 6. The Swale d/M draining the STPD shall have a 0.2X minimum and a 1.0% maximum grade along the STPD and to the sediment pit. 7. Mitered end sections are not rewired when the sidedruln pipe satisfies the Wear zone requirements. U. The STPD shall be maInfolnod In a condition that will allow It 10 performIts Function. To prevent offsite troaking, the STPD shall be rinsed (d when in use) to move cowmalatod mud downward Hvv the stone. AaStlanal Stabilization of the vehicular route reading to the STPD may be rewired to limit the mud trucked. 9. A 5 -TPD shall be IAd. for under the cooftvot unit price for Soil Trucking Device, E PreventionThe unit price shall constitute full compensation for construction, maIntenonca, replacement of materials, removal, and restoration of the area utilized for the STPD, Including but not limited to exommation, grodIng. temporary pipe (including ME -5 when required), filter fabric, aggregate, paved turnout (Including asphalt and base construction). ditch slablilzutlon, = route slablilzatlon, sediment removal and disposal, water, rinsing and of the STPD and olean/nu OF public roads. and sod. Synthetlr_ Dole or We Type BarrlLr 5hQ(t be paM f r1.1% under the rontract unit price for Synthetic Hay Bates, LF. Slit fence shall be pold for under the contract unit price for Staked Slit Fence, LF. P. The nominal size of a standard STPD Is 15'x 50'unless otherwise Shown In the plans. If the volume of entering and exiting vehicles warrant a JO' width STPD may be used If o%wed by the Erglneer. When double widM (30') STPD Is used, & goy quantity shall ba I � 2 for each l000tion. SOIL TRACKING PREVENTION DEVICE TYPE A North American Green 14649 Flighway 41 North Evansville, IN 47725 Material and Performance Specification Sheet 800-772-2040 NORTH AMERICAN FAX: 812-867-02,17 GREEN" www.nayreen.cot ..... ........... . ..... ............ .... . .............. 0125 Erosion Control Blanket The long-term double net erosion Control blanket shall be a machine -produced mat or 100% coconut fiber with a functional longevity of up to 36 months. (NOTE: functional longevity may vary depending upon climatic conditions, soil, geographical location, and elevation). The blanket shall be of consistent thickness with the coconut evenly distributed over the entire area of the mat. The blanket shall be covered on the top and bottom sides with a heavyvvelght polypropylene netting having ultraviolet additives to delay breakdown and an approximate 0.63 x 0.63 (1.59 x 1.59 cm) mesh. The blanket shall be swwn together on 1.50 inch '3.81 cm) centers,.vith degradable thread. The C125 shall meet requirements established by the Erosion Control Technology Council (ECTC) Specification and the US Department of Higl , y Transportation, Federal Highway Administration's (FHWA) Standard Specifications for Construction of Roads and Bridges on Federal wil Projects. FP -03 Section 713.17 as a type 4 Long-term Erosion Control Blanket. The C125 is also available with the DOT System"',!, which consists of installation staple patterns clearly marked on the erosion control blanket with environmentally safe paint.The blanket shall be manufactured with a colored thread stitched along both outer edges (approximately 2-5 inches 15- 12.5 cm] from the edge) as an overlap guide for adjacent mats, Material Content Matrix 100% Coconut Fiber 0.5 14s/vdl (0-27 kglw,-) Nettings -Heavyweight VV stabilized 3.0 IN1 000 R (1.47 kgI1 Thread 100% Black Polypropylene Area C125 is available in the following standard roll sizes: Width 6.67 ft (2.03 m) 106 f(14.87 m) Length 108 ft, (32.92 m) 108 it (32.92 m) Weight t 10% 44 lbs 119.95 kg` 1 % 1 105.6 lbs (47,9 kg) Area 80.0 yds (66.9 m-) 192 yd� (165.5 m2) Ir. rinv 11,1- D ASTM 6475 Property Test Method Typical Thickness ASTNoID6525 0.31 in (7.87 mm) Resiliency ECTC Guidelines 82% Water Absorbenc\, ASTM D '1 117 220% tylasslUnit Area ASTM 6475 8,00 oziyd2 (271 ginfl Swell ECTC Guidelines 13% Smolder Resistance ECTC Guidelines Yes Stiffness ASTM D1388 1) 0.75 oz in Light Penetration ECTC Guidelines 6.6% Tensile Strength -MD ASTM D61318 294 lbs/ft (4,36 kN,,'M) Elongation - MD ASTM D6818 21.3% Tensile Strength --TD ASTM D6818 205,21bs/ft 13.04 kN!m) 1 Elongation - TD ASTN1 D6818 28,4% T -fl-* WTDPPI• Test Method Parameters Results ECTC Method 2 Rainfall 50 mm (2 inAl. for 30 mill SLR" = 14.93 100mm (4 in)ihr for 30 min st-V =14.97 150 inin (6 in)ihr for 30 min SLR' = 15.00 ECTC Method 3 Shear Resistance Shear at 0.50 inch soil loss I 2.68 lbs/ftp ECTC. Method 4 Germination Top Soil. Fescue, 21 day incubation 477;; improvement of " biomass Bench Scale tests should not be used for design purposas Ratan A loss v41h Bare SoillSol Loss wilh RECP (�iuiil loss is bas -2d on feq assionanaiy-;i I Sail Lass ='SL . r Updated 3109 NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LIT). TYPE 111 SILT FENCE FIBERGLASS SKIMMER PLM %V FOR PIPE ALIGNMENT MODIFIEDTYPE-C' INLET WITH 6.5" WIDE STEEL GRATE F.D.O.T. INDEX No. 232 GRATE ELEVATION = 43.20 WEIR 12' OPTIONAL POST FIBERGLASS SKIMMER POST OPTIONS: 10.00 ft/s (3.05 mils) Slope Length M 11 POSITIONS 2:1 PRINCIPLE POST SOFTWOOD 2 1" DIA. I 20-50 It 0.036 I EL. 40.8030" BOT. EL 40.1 POSTION (CANTED SOFTWOOD 2"x 4" DIA.20- FILTER FABRIC (IN TOWARD FLOW) HARDWOOD; I J" X 1 6' MAX. CONFORMANCE WITH C STEEL 1.33 LBS/Fr. MIN INV. EL. 37.60 15' RCP J 2, 15' RCP SEC. 985 FDOT SPEC.) .• - . - .., � INV. 37.60 �CQNNFf CONNECTOR 4 THK. CONC. FILL W/ CONCRETE -----FILL W/ CONCRETE FILTER FABRIC SPLASH PAD OF f �2 ........ SILT FLOW S M0DR6)MCTM%V 6 6- #4 BAR L -T �t:5, OUTFALL CONTROL STRUCTURE TOP VIEW -, ELEVATION SECTION NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LIT). TYPE 111 SILT FENCE FIBERGLASS SKIMMER PLM %V FOR PIPE ALIGNMENT MODIFIEDTYPE-C' INLET WITH 6.5" WIDE STEEL GRATE F.D.O.T. INDEX No. 232 GRATE ELEVATION = 43.20 WEIR 12' Performance Design Values: Maximum Permissible Shear Stress Unvegetated Shear Stress FIBERGLASS SKIMMER Unvegelated Velocity 10.00 ft/s (3.05 mils) Slope Length M 11 EL 41.30 2:1 s 20 ft (6 m) 0.001 BOTTOM OF SKIMMER 0.082 20-50 It 0.036 0,060 EL. 40.8030" BOT. EL 40.1 Fl� 0.110 4' THICK___411� CONC. PAD INV. EL. 37.60 15' RCP J 2, 15' RCP .• - . - .., � INV. 37.60 �CQNNFf CONNECTOR 4 THK. CONC. FILL W/ CONCRETE -----FILL W/ CONCRETE SPLASH PAD ........ FROW TV M0DR6)MCTM%V 6 6- #4 BAR L -T OUTFALL CONTROL STRUCTURE TOP VIEW Performance Design Values: Maximum Permissible Shear Stress Unvegetated Shear Stress 2.25 lbsift? (108 Pa) Unvegelated Velocity 10.00 ft/s (3.05 mils) SloTe Design Data: C Factors p.l.b. DRAWN BY: Slope Gradients (S APPROVED BY: Slope Length M 11 3:1- 2:1 2:1 s 20 ft (6 m) 0.001 0.029 0.082 20-50 It 0.036 0,060 0,096 50 ft (15.2 IT) 0,070 0.090 0.110 Roughness Coefficients- Unveg. Flovi Depth hjlanninq*s n 5 0.50 it (0.15 m) 0.022 0.50 - 2.0 ft 0.022-0.014 2.0 f1(0.60 rn) 0,014 - ------ Product Participant of: STAPLE PATTERN GUIDE 12"-5" (5cm-12.5cm)-_ 6. :"' .R* `N10 A M E'RI �C...,A- N : :GREEN 14MHI"AY;41 K . 6RTH :OAOpViLLr=,6 -IN4?7� i .. --64 ** C�A!= - W�04 0.7 STAPLES PER SQ. YO. (0.8 STAPLES PER SO. 10) For blankets with ',he. optional North ArneriQon Green DOT Systemvplace staples/stakes -through each of the BLUE colored dots.. .2" -ID" (Scr-ri-12.5crn) 4 12* 0.6m) M) 3' (0.9m) 4' Seam Stitch:. L J -3-:5, 0 Orn) II 1.6' (0.5m) 9 - 3.3' (1.0m) T 1.15 STAPLES PIR SQ. YD. 1.7 STAPLES PER SO; YD. (1.35 STAPLES PER SO, 14 (2,0 STAPLES PER -SQ: M) For blankets yjith Ih� optional North Arnerican For bIqnkQI;s with the Green DOT Systee place staples/stokes Green DOT.4.2 . . . :- through each of the GREEN. co.on�.. t"wough each of the RED colored dc 0V I-__2' (0.6m)�;, '*M (5cm- 1-9.5cm) (5rrn- I 2.5cm) Seam Stitchw 10" (025rni). r, r1. 0 20" (0.5m) 10" (0.25m) 0 29""(0,5.6) (1.0m) J, 01 0. 0 .3.5 .110r6Y 1:11, 0 4 STAPLES PER SQ. YD. 3.75 STAPLES PER (-1. 1 1.3TAPI-ES PER SQ. M) (4,5 STAPLES PER SQ, hi) Fran blankets with the optional North American For blankets with . the optional "North Amoric-ari' ploc'e' ` ttikes' Green DOT Qystee,ulace staples/stakes Green DOT p qp qp. c,.o "d. :01S. - through each of the WHITE colored dots. through each of the YELLOVI . I or�e TV -i of Seam ':j'titch will van, depending or, North Arnerican Green p.eoduct typb-.- LJ SLOPE INSTALLATION NORTH AMERICAN GREEN'' ------------ --- (5r.m -12.5crr. -fit) C. f 10 5 `J P _ . ............. i V 14C_41� HIGHWAY41 NORTH A FVANSVILLF,!'N 47 100--71'2-2040 . ..... ........ . .................. .... ......... ......... .............. .............. ... ...... ....... stvple plac&nents shov'ril I.. ................ ....... .... 4or illustrative pulposes ont S00 543P10 MICIP 6aides ...... I ........ ................ Placements. ......... ,or aclualrecoinnionded .......... ............... .............. .................. ........................... 1. PRE1'11,%PF SOIL REFC%�E_ Ii ST,_`l_LII-lG ROLLED EPOSICIN CONIRCIL PRODUCTS (RE,,P's), IN11-:Ll1EWNG AN'-( NECES.-,APY APPLICATION S OF LIMIC, FFI`tTILJ...!1.P. AIIC __ C C BP,-:!J'l A:I' THE TOP OF THE .5(' ANCHOR -d1`10 T -HE FECP's IN' A 6" 01; i -,M)" DEEP X r," (15 Clvi) YMOE TRENCH :,TENDED ft,, ,14G THE UP-SLO-PE Pi)"TION OF THE TP,ENCH. AIC TIOR THE WITH APPIF"OXil-AATEL' -cw [FIE WITH A 111.0y" 0'r APPROXIMATELY 11"" �1301 CM) ltd [.9.- mli ST "-: SEED R" COMPA TED SOIL AP -10 C( '_D REMAINING 12" 'm 'til rdCH. TVIE M17N.14 AFTER A'LhW'-. APPLY PORTION OF RECYls 7-,A,--*',,' OWER �_-7"D IND C.Cim Ai --: D 01-. SEi':llR- RECV3 OVER c,(*-MPA07FD SOIL IMTH A RoY,' OF STAPL7S/STAl-'E,5 SPACED AF1F1R0XlW_-,ELY 12)" (30 0W.) AFARF ACROSS' THE WIF-ITH OF THE, RFECP'S. 0 3. 1. L T I i E R E' -*'F "s A. DOY,11,1 --F� (r�.' ;v`!Ri­CHFAI_LY TVIC SLI'lp'r. Rf-,'�P's WIL! UNROL: 'WITIA APPROPPOATE SIDE WARTS.`: , T�iC SOIL SU'RFACE. AT.'- RCCP�s 41iUST •13C �SECURLLY FASTEHED T 0 S -01L SU'RIFAC'E BY PLACIW,-� �TAPLE S/STAK�-s IN AP�R(,PRIAXE 1_(__)CArI0NSz 'SI-10VIN IN T��E PLE P.47T-RN GUIDE. WHI�_N U`ING THE DOT Si'STENI" , S•TAPLES'STAKES s" L I SHOULD BE PLACE"'i OF ITIE CLOR'ED TQ JH_ ;�PPRCIPRIATE STA"LE PATTERN. 4. THE EDGE'� OF PARALLEL PL0_-'s tAUST BE7 '_TABLED WIJFI Al-`PROXIMATEU( 2" - 1'5 (-..11 - 1-9.' C�A) CiVERLAP DEPENDING FE '11LJ_JPl: MUST Uir- PLAC'E:0 E*1'11) OVER E110 (SHINIC',L� 51YL) WITH AiN11 Ar 1'R AFPP;,-)Xll-JA1FLY 12" (50 CJJ') APART A(; 17 jS':3 ENTIRE ihlU,5� Cr :�M% LQ _iL ",011- 'HE ""Pl.' OR (,',PEATER "IHA1,1 G" '15 QM) MAY L3E NECESSARY F(,-) PR,::1E7rL'r SJECUIRE TFtE RECFP'�. PROPERTY APPRAISER ID NUMBER 35-19-30-300-0240-300-0240-0000 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL is SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT ENGINEERING CONSULTANTS, LLG 1812 Arbor Park Dr. Winter Park, FL 32789 (866) 959-1333 b&5ftandsong.corn Board of Professional Engineers Certificate No. 28973 JOB No.: SSS -01 DESIGNED BY: p.l.b. DRAWN BY: ACAO APPROVED BY: MLS ■ 10-06-11 ■ ■ ENGINEERING CONSULTANTS, LLG 1812 Arbor Park Dr. Winter Park, FL 32789 (866) 959-1333 b&5ftandsong.corn Board of Professional Engineers Certificate No. 28973 JOB No.: SSS -01 DESIGNED BY: p.l.b. DRAWN BY: ACAO APPROVED BY: MLS DATE: 10-06-11 SHEET: C-7 NOT FOR CONSTRUCTION UNLESS SIGNED AND SEALED SECTIONITER END SECTION MAJOR LEE STACY, P.E. REGISTRATION No. 70249 M DATE a O r CL r m Q N 0 N rn [i 0 IL C4 3-1 0 Z 0 F- W aD U a~ v L 0 I U) cn W 0 Z c� 0 U W i3 0 Ly SCOPE: Supply one complete H-20 GP Pre -Fab Lift Station, per design. Pumps shall be capable of grinding and pumping domestic & commercial sewage. Complete system shall be supplied by: RILEY & Company, Inc. Sanford, FL 32773 (Ph. 407-265-9963) The H-20 Load Rated Fiberglass Wetwell Must Be Manufactured By L.F. Manufacturing, Giddings, Texas, Which Includes A Written 20 Yr. Warranty Certification of the wetwell H-20 load rating► must be supplied with submittals. H-20 certification must be signed and sealed by an engineer registered in the State of Florida. After the H-20 load rated wetwell has been installed, the ASTM Certification Number and Serial Tracking Number must be visible. PUMPS: The submersible pumps shall be manufactured by ITT Flygt Corporation. "The pumps shall be installed in the H-20 LP FRP wetwell utilizing a dual slide rail system. The pumps shall be capable of handling solids, fibrous materials, heavy sludge, and other matter typically found in wastewater. Major pump components shall be grey cast iron, ASTM A-48, Class 35B. The pump motor shall be NEMA B design and housed in an air-filled watertight chamber. The stator windings shall be insulated with moisture resistant Class H insulation by use of the trickle impregnation method. The motor shall be heat -shrink fit into the stator housing. The use of bolts, pins, or other fastening devices is not acceptable. The cable entry seal shall consist of a cylindrical elastomer grommet flanked by washers. Epoxies, silicones, or other sealing systems are not acceptable. Thermal switches set to open at 125 degrees C shall be embedded in the stator end coils to monitor the temperature of each phase winding. The motor horsepower shall be adequate so that the pump is non -overloading throughout the entire pump performance curve from shut-off through run -out. The pump shall be provided with a dual mechanical seal. Both upper and lower seal assemblies shall consist of a stationary tungsten -carbide ring and a rotating tungsten -carbide ring. Other seal materials are not considered acceptable." DUPLEX CONTROL PANEL: Control panel shall be assembled and built by a TUV (UL508A CERTIFIED) manufacturing facility. The Enclosure shall be NEMA 4X, minimum 30" high x 30" wide x 10" deep fiberglass with pad lockable draw latches. The enclosure shall have external mounting feet to allow for wall mounting. The following components shall be mounted through the enclosure: 1- ea. Red Alarm Beacon (Light) 1- ea. Alarm Horn 1- ea. Generator Receptacle w/ weatherproof cover 1- ea. Alarm Silence Pushbutton The back panel shall be fabricated from .125, 5052-H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. The following components shall be mounted to back panel: 2- ea. Motor Contactors 1- ea. Volt Monitor (Single Phase) Phase Monitor (Three Phase) 1- ea. Control Transformer (480 Volt Only) 1- ea. Silence Relay 1- ea. Duplex Alternator 1- ea. Model BOAC5AH Battery Back -Up w/ Smart Charger 20- ea. Terminals For Field Connections 6- ea. Terminals For Motor Connections (Single Phase Only) 3- ea. Grounding Lugs The inner door shall be fabricated from .080, 5052-H32 marine alloy aluminum. The inner door shall have a continuous aluminum piano hinge. The following components shall be mounted through the inner door: 1- ea. Main Circuit Breaker 1- ea. Emergency Circuit Breaker 1- ea. Mechanical Interlock For _Emergency And Main Breakers 2- ea. Short Circuit Protectors 1- ea. Control Circuit Breaker 2- ea. Seal Failure Indicator Lights 1- ea. Hand -Off -Auto Selector Switches 2- ea. Pump Run Pilot Lights 1- ea. Power On Pilot Light 2- ea, Elapse Time Meters (Non-Resetable) 1- ea. GFI Duplex Convenience Outlet RILEY& Company, Inc. (H-2 0 GP) w/BATTERYBACK- UP FOR AUDIO AND VISUAL f1LARMS � & A UTOMA TIC FL USH VALVE S.S. HINGES COMPONENT SPECIFICATIONS: All circuit breakers shall be molded thermal magnetic. The mechanical interlock shall prevent the normal and emergency main breakers being energized at the same time. An emergency generator receptacle shall be supplied in accordance with DEP standards. The generator receptacle shall be adequately sized to meet the equipment operating conditions. NEUTRAL TO BE SUPPLIED FOR BOTH 230V 3PHASE OR 230V SINGLE PHASE POWER All motor short circuit protection devices must provide for under voltage release and class 10 overload protection on all three phases. Visible trip indication, test, and reset capability must be provided without opening inner door. Open frame, across the line, contactors shall be rated per IEC standards and properly sized per the motor requirements. Contactors shall provide for safe touch power and control terminals. Lightning Arrestor shall meet or exceed the requirements of ANSI/IEEE Std. C62.21-1984 section 8.6.1. and 8.7.3 shall be supplied by electrician and mounted on the bottom side of the switch disconnect ahead of the pump control panel. A voltage monitor shall be supplied for single phase service. A phase monitor shall be supplied for (3) phase service. A green pilot light shall be supplied for each motor. The pilot light shall illuminate each time the motor is called to run. Each pump shall have an Elapse Time Meter to record the accumulated run time. The ETM shall be 2" diameter, non-resettable, six digit, totally encapsulated unit. A Red pilot light shall be supplied for control power. The pilot light shall illuminate when the control power is available inside the control panel. Relays shall be ice -cube plug in type. Relay contacts shall be rated 10 amp minimum, DPDT. Twenty (20) terminals shall be supplied for field connections. The terminals shall be rated 25 amps minimum. Each motors over -temperature contact shall be connected to the terminal strip and shall open a contact to de -energize the appropriate motor upon a high temperature within the motor. A 15 Amp GFI duplex receptacle shall be supplied and mounted on the innerdoor. Ground lugs shall be supplied and appropriately sized for each motor and for service entrance. Nameplates for the inner door and back panel shall be of a graphic design, specifically depicting the intent for each device. MISCELLANEOUS: All wiring on the back panel shall be contained within the wiring duct. All wiring between the inner door and the back panel shall be contained with in a plastic spiral wrap. .Each wire shall have a wire number at each end to correspond to the as built drawing for field troubleshooting. The control panel shall be assembled by a TUV (UL508A Certified) manufacturing facility. FASTENERS & APPURTANCES: All fasteners, lifting cables, float cable bracket, hinges, and appurtenances shall be made of AISI 304SS. A 304SS slide/latch assembly shall be provided for holding the doors open on the wetwell and valve box. Slide rails shall be made of SCH.40 AISI 304SS pipe. Pump lifting cables shall be made of AISI 304 SS. Pump lifting bales shall be made of AISI 304 SS. VENT H-20 LOAD RATED WETWELL WITH LIFTING LUGS: The fiberglass wetwell must be H-20 load rated with integral lifting lugs, fiberglass slope in bottom of wetwell and valve box. Certification of the H-20 load rating must be supplied at the time of submittals to Engineer. The wetwell shall be manufactured of fiberglass reinforced Polyester (FRP) of depth and diameter as shown on the lift station elevation detail. The wall thickness shall be adequate for the depth of the wetwell to maintain the H-20 LOAD RATING. EXECUTION: Installation shall be in strict accordance with the manufacturer's recommendations in the locations 3" RILEY & COMPANY shown on the drawing. CHARCOAL FILTER VENT INSPECTION & TESTING: A factory representative shall be provide for a one (1) time start-up and shall 2 (2") FIELD INSTALLED KNOCKOUTS— have complete knowledge of the proper operation and maintenance of complete system. FOR ELECTRICAL Megger the motors. The pump motors shall be CONDUITS megged out prior to the start-up to ensure that the insulation of the pump motor/cable is intact. INTEGRAL LiFTING LUGS The pump controls and pumps shall be checked for mechanical reliability and proper operation. LIFT STATION SHALL BE PRIVATELY OWNED AND MAINTAINED. PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY 80 GPM TOP OF WETWELL 45.50 PRIMARY TDH 44 'TDH INLET INVERT 42.25 PUMP MANUFACTURER FLYGT HIGH LEVEL ALARM HLA 41.75 PUMP MODEL # MP3102 2nd PUMP ON (LAG) 41.25 R.P.M. 3495 1st PUMP ON LEAD 40.75 HORSEPOWER 6.0 PUMPS OFF(OFF) 40.25 ELECTRICAL/ VOLTS /PHASE 230V/3 BOTTOM OF WETWELL L-37.75 PUMP DISCHARGE SIZE 2" WETWELL DIAMETER—r 48 COMPOSITE FIBERGLASS WATER -TIGHT SLEEVE 6'" INLET FIELD INSTALLED 10"' CONCRETE BASE SLAB AS PER --/ SPECIFICATIONS w/ #4 REBAR 18" O.0 . SWITCH DISCONNECT AD CONTROL PANEL GENERATOR RECEPTOR MODEL A3042 (O.A.E.) GALVANIZED UNISTRUT * ELECTRICIAN NOTES: 1. DRAWING NOT TO SCALE * 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES * 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS * 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT * 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT * 6. NEUTRAL TO BE SUPPLIED FOR 230V-3 PHASE OR 230V -SINGLE PHASE POWER. RILEY & CO. / H-20 GP 11-02-11 3/4" HOSE BIB 3/4"GALV. RISER SLEEVE REQUIRED "All 101 L91 I ALUMINUM ACCESS HATCH & LOCKABLE COVER r- FIBERGLASS WETWELL H-20 LOAD RATED 2" DRAIN LINE CDR VALVE BOX (LOCKABLE) EMERGENCY PUMP -OUT w/ BALL VALVE 1 0-60 PSI PRESSURE GAUGE PVC DISCHARGE PRESSURE SWITCH NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER AT POINT "A" SS CABLE BRACKET LIFTING CABLE INTEGRAL FIBERGLASS CDR VALVE BOX (401" x 30" x 24" DEEP) FIN GRADE rA I I \\ I RIM, a mi, II=-/rrlr ELECTRIC METER OR PULL POWER FROM BUILDING 2" GALVANIZED CAPS (THREADED) LIGHTNING ARRESTOR FIELD MOUNTED 07- - BY ELECTRICIAN 2- SEAL -OFFS ( 2" ) BY ELECTRICIAN FLOAT SWITCHES (2" CONDUIT) PUMP POWER CABLES (2" CONDUITS) 2" RIGID GALV. POSTS 2" PVC FLAPPER VALVE �I I L- INTEGRAL FIBERGLASS SLOPE 2' MIN. . CAST-IRON FLANGED 2.5 SCH.80 PVC PLUG VALVE " CAST-IRON FLANGED CHECK VALVE — SLIDE RAILS 3/4'SCH.40 AISI 304SS PIPE PUMP DISCHARGE SEALING FLANGE o CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION Q 2.50 YD MAKE MONOLITHIC POUR WITH BOTTOM SLAB BASIN ANTI -FLOTATION FLANGE MODEL RC0194 FLUSH VALVE WHEN THE PUMP STARTS, THE VALVE OPENS FOR APPROXIMATELY 10-30 SECONDS, SHOOTING OUT A POWERFUL JET STREAM THAT FLUSHES ALL SOLIDS INTO SUSPENSION, READY TO BE PUMPED AWAY. BECAUSE THE FLUSHING SEQUENCE IS AN INTEGRAL PART OF THE PUMPING CYCLE, FLUSHING OCCURS EVERY TIME THE PUMP STARTS. THIS REDUCES GREASE AND SOLIDS BUILD-UP AND REDUCES UNPLEASANT ODORS. \ CONNECTION TO PUMP —7 WETWELL BOTTOM BOLT DETAIL PUMP DISCHARGE BASE L:z MIN. 1/2" DIA. x 3" SS BOLTS WELDED TO A (2" x 24" x 1/4") SS ANCHOR PLATE EMBEDDED IN FIBERGLASS TO WATER SUPPLY .-� 'C ' ' 11 `— CONCRETE AROUND POSTS PROPERTY APPRAISER ID NUMBER 35-19-30-300-0240-300-0240-0000 �--GROUND 12" DIA. x 24" DEEP NOTE: ROD TO SERVICE LOCATION SEMINOLE COUNTY REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER (VERIFY w/ POWER CO.) APPROVED FOR CONSTRUCTION TO BE INSTALLED IN WATER SUPPLY LINE TO THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LIFT STATION "FEBCO WATTS" (OAE) LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH ELECTRICAL RISER RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY ILLUSTRATION USE ONLY CODE REQUIREMENT NOR DOES RELIEVE THE DEVELOPER RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS S SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. R�LEl�% �Company,lC-Inc. YEAR 5491 Benchmark Lane Sanford, FL 32773 SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT PH. 407-265-9963 DATE m 0 CONiNOL PflESSUPE 114-UALLVALVES CaMo ■ PANLL ;wn0af aa" U runm.vuT "" x 2.5" VALVE L C/) i VALE REDUCER ° JL r l �J � Lsl CIO 4" F.M. rA I I \\ I RIM, a mi, II=-/rrlr ELECTRIC METER OR PULL POWER FROM BUILDING 2" GALVANIZED CAPS (THREADED) LIGHTNING ARRESTOR FIELD MOUNTED 07- - BY ELECTRICIAN 2- SEAL -OFFS ( 2" ) BY ELECTRICIAN FLOAT SWITCHES (2" CONDUIT) PUMP POWER CABLES (2" CONDUITS) 2" RIGID GALV. POSTS 2" PVC FLAPPER VALVE �I I L- INTEGRAL FIBERGLASS SLOPE 2' MIN. . CAST-IRON FLANGED 2.5 SCH.80 PVC PLUG VALVE " CAST-IRON FLANGED CHECK VALVE — SLIDE RAILS 3/4'SCH.40 AISI 304SS PIPE PUMP DISCHARGE SEALING FLANGE o CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION Q 2.50 YD MAKE MONOLITHIC POUR WITH BOTTOM SLAB BASIN ANTI -FLOTATION FLANGE MODEL RC0194 FLUSH VALVE WHEN THE PUMP STARTS, THE VALVE OPENS FOR APPROXIMATELY 10-30 SECONDS, SHOOTING OUT A POWERFUL JET STREAM THAT FLUSHES ALL SOLIDS INTO SUSPENSION, READY TO BE PUMPED AWAY. BECAUSE THE FLUSHING SEQUENCE IS AN INTEGRAL PART OF THE PUMPING CYCLE, FLUSHING OCCURS EVERY TIME THE PUMP STARTS. THIS REDUCES GREASE AND SOLIDS BUILD-UP AND REDUCES UNPLEASANT ODORS. \ CONNECTION TO PUMP —7 WETWELL BOTTOM BOLT DETAIL PUMP DISCHARGE BASE L:z MIN. 1/2" DIA. x 3" SS BOLTS WELDED TO A (2" x 24" x 1/4") SS ANCHOR PLATE EMBEDDED IN FIBERGLASS TO WATER SUPPLY .-� 'C ' ' 11 `— CONCRETE AROUND POSTS PROPERTY APPRAISER ID NUMBER 35-19-30-300-0240-300-0240-0000 �--GROUND 12" DIA. x 24" DEEP NOTE: ROD TO SERVICE LOCATION SEMINOLE COUNTY REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER (VERIFY w/ POWER CO.) APPROVED FOR CONSTRUCTION TO BE INSTALLED IN WATER SUPPLY LINE TO THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LIFT STATION "FEBCO WATTS" (OAE) LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH ELECTRICAL RISER RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY ILLUSTRATION USE ONLY CODE REQUIREMENT NOR DOES RELIEVE THE DEVELOPER RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS S SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. R�LEl�% �Company,lC-Inc. YEAR 5491 Benchmark Lane Sanford, FL 32773 SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT PH. 407-265-9963 DATE tIw o= m 0 ■ U N C/) i Z I N r l �J � Lsl 0 W � w o U LM 0 o . v W CL Ell N_ CD M o M - tIw o= ENGINEERING CONSULTANTS, LLC 1812 Arbor Park Dr. Winter Park, FL 32789 (866) 959-1333 b&aCbandamg.wm Board of Professional Enginaara Certificate No. 28973 JOB No.: SSS -01 DESIGNED BY: p.i.b. DRAWN BY: ACAD APPROVED BY: MLS DATE: 10-06-11 SHEET: C-8 NOT FOR CONSTRUCTION UNLESS SIGNED AND SEALED MAJOR LEE STACY, P.E. REGISTTRATiON No. 70249 / DATE: `/// // ■ ENGINEERING CONSULTANTS, LLC 1812 Arbor Park Dr. Winter Park, FL 32789 (866) 959-1333 b&aCbandamg.wm Board of Professional Enginaara Certificate No. 28973 JOB No.: SSS -01 DESIGNED BY: p.i.b. DRAWN BY: ACAD APPROVED BY: MLS DATE: 10-06-11 SHEET: C-8 NOT FOR CONSTRUCTION UNLESS SIGNED AND SEALED MAJOR LEE STACY, P.E. REGISTTRATiON No. 70249 / DATE: `/// // CL 0 s U, M u� ao N 0 N 0) 0 0 a. rn v z F Z C7 I 0 I 07 V) rn I i m .r - V) rn C7 z CK 0 U rat 0 n: +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +U.O +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +U.O +O.0 +U.O I +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +U.O +0.0 +0.0 +0.0 +U.O +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 COUNTRY CLUB ROAD +o.o +o.o +0.o +o.o +o.o +o.o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 GRAPHIC SCALE OPTIONS ACCESSORIES B TERMINAL BLOCK & NEMA DECAL (N/A WITH OPTION C) F1 SINGLE FUSING (120, 240, 277 & 347V) C NEMA DECAL (N/A WITH OPTION B) F2 DOUBLE FUSING (208, 240 & 48OV) P PROTECTED STARTER (HPS ONLY) LAMP R NEMA TWIST -LOCK PHOTOCONTROL RECEPTACLE BKT--5--G GALVANIZED WOOD POLE BRACKET T SPADE TERMINATION FOR BALLAST LEADS BR -1091 -XX 3" TO 2" TENON ADAPTER (MT, MA, MB, MC, MD & VT VOLTAGE ONLY) 3" TO 2" TENON ADAPTER e3 6 6' PIGTAIL 10 11 10 20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IN FEET ) +0.0 '10 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +o.0 +o.o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 I inch - 20 ft. 0.0 0.0 O.0 0.0 0.0 0.0 O.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + 10 0.0 U.0 0.0 0.0 0.0 U.0 0.0 U.0 O.0 0.0 0,0 0.0 0.0 0.0 0.0 +0.0 •+0.0 +0.0 +o.o +0.0 +0.0 10.0 •10.0 •10.0 +0.0 10.0 +0.0 +0.0 +0.0 +0.0 +U.O +0.0 +0.0 +0.0 +0.0 +0.0 •1.0.0 •1.0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 O.0 0.0 0.0 0.0 0.0 0.0 O.0 O.0 0.0 0.0 0.0 0.0 0.0 +o" .0 011 .0 +0.0 +0.0 +0.0 +0.0 +0,0 +0.0 +0.0 •10.0 +0.0 10.0 +0.0 +0.0 +0.0 +0.0 +0:0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 •10.0 +0.0 +0.0 +0.0 +0.0 +0.0 + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +U.0 0.0 +0. 0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0,0 +0.0 +0.0 +0.0 +0.0 10.0 +0.0 +0.0 +0.0 +0,0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +O.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 10.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +U.O +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 10.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 10.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0,0 +0.0 +0.0 +0,0 +0,0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 10.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0+0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 :: 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0,0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0,0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0,0 +0.0 +0.0 +0,0 +0.0 :+0.0 +0.0 +0.0 1.0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0' 0 +0' 0 +0.0 10.0 +U.O +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0,0 +U.O +0�0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.5+ .+0.5 + . +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +OIO +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.2 +0.2 +0.2 +0.2 +0.2 +0.1 +0.1 +U.O +0.0 +0.0 +U.O +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +010 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +U.O +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +010 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 �_o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.10 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.10 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 D J O a NOTES 1. The Holophane Mongoose has a 175 watt Metal Halide lamp. 2. The fixture is full cutoff with flat glass. 3. The fixture is mounted on a 25' round tapered aluminum pole. Designer Steve Prior Date Feb 1 2012 Scale 1"=20' Drawing No. LL -1 1 of 1 Sovran Self Storage 175 watt full cutoff Holophane Mongoose z 0 F- a U w car w 0-1 PROPERTY APPRAISER ID NUMBER 35-19-30-300-0240-300-••0240-0000 UL/CUL LISTED MONGOOSE OD b & V5 APPROVED FOR CONSTRUCTION MAX AMBIENT: 40'C THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY MAX WEIGHT: 50lbs (23kg) 1�0 Orlando Dr., Suite 25p Symbol Label Qty Catalog Number EPA: 2.05 sq. ft. SEE SHEET 2 FOR MOUNTINGS CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH Lamp DROP GLASS FLAT GLASS ❑ C 3 0175MHOOLWFXXX MONGOOSE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY 15.23 (387mm) ® 0' TILT 11.52 (293mm) ® 0' TILT NEMA TWIST -LOCK 49449.IES 12800 1.00 1 STATISTICS 22.4 (569mm) ® 45' TILT 22.4 (569mm) 0 45' TILT PHOTOCONTROL Board of Professional Engineers YEAR FROM THE DATE BELOW. RECEPTACLE APPROVED Description Symbol Avg Max Min STAINLESS Parking South and East +, 1.6 fc 3.2 fc 0.5 fc 3.2:1 STEEL LATCHES N / A Property line South +. 0.0 fC 0.5 fc 0.0 fc 16.7 (424mm) 36.8 (935mm) MAX Property Line West + 0.0 fc 0.0 fc 0.0 fc N / A G CATALOG NUMBER SOURCE AND WATrAGE VOLTAGE TILT RANGE L LOW TILT, 0'-M18' 100HP 10OW HPS 12 120V MT MULTIVOLT 120, 208, 240 & 277VOH 15AHP 250W HPS 20 208V MA MULTIVOLT PRE -WIRED TO 120V HIGH TILT, 27'-45' 250HP 25OW HPS 24 240V MB MULTIVOLT PRE -WIRED TO 208V 400HP 40OW HPS 27 277V MC MULTIVOLT PRE -WIRED TO 240V 175MH 175W MH 48 480V MD MULTIVOLT PRE -WIRED TO 277V 250MH 250W MH 34 347V VT MULTIVOLT 120, 277 & 347V 40OMH 40OW MH 250HP, 400HP, 250MH, 40OMH ONLY OPTICS MOUNTING FINISH DC MEDIUM ROADWAY, CLEAR DROP GLASS, (H) TILT ONLY A ARCHITECTURAL G GRAY DR MEDIUM ROADWAY, GLASS REFRACTOR, (H) TILT ONLY H HORIZONTAL K BLACK FC FORWARD THROW, CLEAR DROP GLASS, (L) TILT ONLY V VERTICAL N GREEN FF FORWARD THROW, FLAT GLASS, (L) TILT ONLY W WHITE NC NARROW ROADWAY, CLEAR DROP GLASS Z BRONZE ND NARROW FLOOD, (H) TILT ONLY NF NARROW ROADWAY, FLAT GLASS, (L) TILT ONLY NR NARROW ROADWAY, CLASS REFRACTOR SC SQUARE, CLEAR DROP GLASS, (L) TILT ONLY SF SQUARE, FLAT GLASS, (L) TILT ONLY WC WIDE ROADWAY, CLEAR DROP GLASS WD WIDE FLOOD, (H) TILT ONLY WF WIDE ROADWAY, FLAT GLASS, (L) TILT ONLY WR WIDE ROADWAY, GLASS REFRACTOR OPTIONS ACCESSORIES B TERMINAL BLOCK & NEMA DECAL (N/A WITH OPTION C) F1 SINGLE FUSING (120, 240, 277 & 347V) C NEMA DECAL (N/A WITH OPTION B) F2 DOUBLE FUSING (208, 240 & 48OV) P PROTECTED STARTER (HPS ONLY) LAMP R NEMA TWIST -LOCK PHOTOCONTROL RECEPTACLE BKT--5--G GALVANIZED WOOD POLE BRACKET T SPADE TERMINATION FOR BALLAST LEADS BR -1091 -XX 3" TO 2" TENON ADAPTER (MT, MA, MB, MC, MD & VT VOLTAGE ONLY) 3" TO 2" TENON ADAPTER e3 6 6' PIGTAIL ®LOPHANEc, ORDER NO: DRAWING NO. MO CAD MODEL: .DWG LEADER IN LIGHTING SOLUTIONS TYPE: pDATE:88-14-14- ^03 An<Mcuf[yBrandsCompany Sheet 1 of 2 (MOOZ ACUITY UWIING GROUP INC.. 214 OAKWOOD AVE. NEWARK, OH 43M NOTES 1. The Holophane Mongoose has a 175 watt Metal Halide lamp. 2. The fixture is full cutoff with flat glass. 3. The fixture is mounted on a 25' round tapered aluminum pole. Designer Steve Prior Date Feb 1 2012 Scale 1"=20' Drawing No. LL -1 1 of 1 Sovran Self Storage 175 watt full cutoff Holophane Mongoose z 0 F- a U w car w 0-1 PROPERTY APPRAISER ID NUMBER 35-19-30-300-0240-300-••0240-0000 SEMINOLE COUNTY . b & V5 APPROVED FOR CONSTRUCTION LUMINAIRE SCHEDULE THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF 1�0 Orlando Dr., Suite 25p Symbol Label Qty Catalog Number Description CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH Lamp File Lumens LLF Watts ❑ C 3 0175MHOOLWFXXX MONGOOSE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY 175W CLEAR MH 49449.IES 12800 1.00 1 STATISTICS MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE Board of Professional Engineers YEAR FROM THE DATE BELOW. Certificate No. 28973 APPROVED Description Symbol Avg Max Min Avg/Min Parking South and East +, 1.6 fc 3.2 fc 0.5 fc 3.2:1 Property line North +. 0.0 fc 0.0 fc 0.0 fc N / A Property line South +. 0.0 fC 0.5 fc 0.0 fc N / A Property Line West + 0.0 fc 0.0 fc 0.0 fc N / A NOTES 1. The Holophane Mongoose has a 175 watt Metal Halide lamp. 2. The fixture is full cutoff with flat glass. 3. The fixture is mounted on a 25' round tapered aluminum pole. Designer Steve Prior Date Feb 1 2012 Scale 1"=20' Drawing No. LL -1 1 of 1 Sovran Self Storage 175 watt full cutoff Holophane Mongoose z 0 F- a U w car w 0-1 PROPERTY APPRAISER ID NUMBER 35-19-30-300-0240-300-••0240-0000 SEMINOLE COUNTY . b & V5 APPROVED FOR CONSTRUCTION ENGINEERING CONSULTANTS, LLC THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF 1�0 Orlando Dr., Suite 25p COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO Winter Park, FL 32789 CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE (407) 960-5868 ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY b&aMandangcom CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE Board of Professional Engineers YEAR FROM THE DATE BELOW. Certificate No. 28973 APPROVED JOB No.: SSS -01 DESIGNED BY: S. PRIOR SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DRAWN BY: ACAD APPROVED BY: S. PRIOR DATE: 2-1-12 DATE SHEET: LL -1 14" "12 REMPVE REMOVE �o 0 II m]f I 11 V`j� 0 " ,,,,,,,,,,,,CAMPHOR TREE WITH SIZE ............CHERRY TREE WITH SIZE ............PALM TREE WITH SIZE ............OAK TREE WITH SIZE CITRUS 7REE WITH SIZE ........... SWEET GUM 7REE WITH SIZE X............0o Nor coUNr 24 QV IIS LIVE OAK N LI LAGERSTROEMIA INDICA III- -III,-II FIM QWX II � III: ••.•.•.,•••• II •• IL-II',I hli�: �h Q ;00.04•PPOOP•••' III. +i��'1•':+�����•±�•s�•• - I..IL DEVELOPERS", OCTOBER, 1980. 100 I VIBURNUM ODORATISSIMUM -11-11.-11.� 11-11 �F VS TREE PLANTING_ SANDANKWA LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPANYING THE PLANS SHALL BE USED AS A GUIDE ONLY. IF A VARIATION OCCURS BETWEEN THE PLANS AND THE PLANT LIST, THE PLANS SHALL CONTROL. 4. ALL TREES, SHRUBS AND GROUND COVERS SHALL BE PLANTED USING A SOIL MIXTURE PREPARED ACCORDINGLY (2/3 EXISTING SOIL, 1/3 PEAT). 5. I 0 PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO NATIVE SOIL SHALL BE ACCOMPLISHED TO AID DRAINAGE. 6. ALL PLANT BEDS AND TREE WATERING BASINS SHALL BE TOP DRESSED WITH THREE INCHES (3") OF SHREDDED CYPRESS MULCH. 7. NO TREES SHALL BE PLANTED CLOSER THAN 3 FEET (3') FROM THE EDGE OF PAVEMENT TO ALLOW ADEQUATE TREE TRUNK PROTECTION . 8. LANDSCAPE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY THE INSTABILITY OF ANY PLANT MATERIAL. 0 ALL LAWN AREAS TO RECEIVE SOD SHALL BE DISKED FOUR(4) TO SIX(6) INCHES AND a THE SITE. PROPERTY APPRAISER ID NUMBER 35-19-30-300--0240-300-02.40-0000 10. SOD SHALL BE FREE OF WEEDS AND PESTS. IT SHALL BE LAID EVENLY AND ROLL D, Q) WITH TIGHT FITTING JOINTS. THE SOD SHALL CONTAIN MOIST SOIL WHICH DOES NO sffAubLE COUNTY Lj 15 APART OR TEAR WHEN LIFTED. ALL AREAS NOT PAVED OR OTHERWISE LANDSCAPE [�PPROVED FOR ENGINEERING CONSULTANTS, LLC SHALL BE SODDED. SOD SHALL BE ARGENTINE BAHIA. THIS APPROVAL I P`4�P � cPPr�A' i''M� F MANj�E3�� �- AIRJ�O4LeOFOUNTY v 11. �pY�ANY SPECIAL REQUIREMENTS OF THE BOARD OF ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND SYS ,LAND DEVELOPMENT CODE AND �(,INTY COMMIS II��C��C7R'E RESPONSIBILITY OF THE DEVELOPER TO Winter Park, FL 32789 � 5 (407) 960-5 6 �1 12. THE TREE CALIPER OF ALL TREES SPECIFIED ON THE PLANT LIST SHALL BE MEASU gEPTANCE OF �, fQF NT E REQUIREME�t� MEET THOSE REQ c b � aac Board Professional Engineers .A F E� E (�1 �/@NE 54 INCHES ABOVE GRADE. YEAR FROM THE QAkffP$(AdAMF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY of Certificate No. 28973 CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO APPROVED MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. Ravensdale Planning & Design APPROVED v J Land Planning • Landscape Architecture • Project Management • rt;$Y("E COUNT( DEVELOPMENT REVIEW DEPARTMENT DRAWN BY: ACAD I o SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT 703 Greens Avenue, Hinter Park, Florida 32789 DATE: 2-1-12 I �07 047-03 FAX, DATE (407) 047-1213 4 )^ DATE SHEET- U) I In i -tel 3 Q la I U7 i v7 C7 z Q 0 U W a a a: CQUN TR y CLUB ROAD LEGEND 36" 36" 36" 36" 36"............ 36"* ,,,,,,,,,,,,CAMPHOR TREE WITH SIZE ............CHERRY TREE WITH SIZE ............PALM TREE WITH SIZE ............OAK TREE WITH SIZE CITRUS 7REE WITH SIZE ........... SWEET GUM 7REE WITH SIZE X............0o Nor coUNr P. O.C............ POINT OF COMMENCEMENT P.O.B............ POINT OF BEGINNING -0 ............. POPWR POLE 10............ TELEPHONE BOX ............ GUY ANCHOR —°— ............SIGN ............ WA TER VAL VE COVER tv 4 h. . LINE OF SIGHT TRIANGLE O W GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. SAUM HIALN —\ A II -1L-11 1�=11` II 11=11-11 ri♦i•••i'�♦O•�Oi Oi I��� �'JIIalI a°♦°°°°°° ♦♦ iT=i' •per ♦♦♦e.�a. kF-TACH „ To FWMiT ,', ;11= 11ri yr..11..11. II SHRUB PLANTING DETAIL AMF'ORI FIIFfiM TAalEM WIL ax 00STIM 5a %L 2-97RW TWaI� 2 aAOE ANCAUD WLV I M QALVAV(M arm 111aOME r mcm W1 a 11007 NdFRm TOP IuL TAwvw v9WATH muMA11 . QTY. SYM. BOTANICAL NAME TREE STAKING DETAIL (= xw) ,2 omix VtM#V ClO MACS ON= H= "ma" W" "T AQRFM 1L1rfAfLtR TARIM COMMON NAME TREES ALL PLANTS TO BE FLORIDA NO. 1, OR BETTER AS OUTLINED UNDER 'GRADES AND 24 QV I. I LIVE OAK I LI LAGERSTROEMIA INDICA III- -III,-II FIM QWX II � III: ••.•.•.,•••• II •• IL-II',I hli�: �h SHRUBS ;00.04•PPOOP•••' III. +i��'1•':+�����•±�•s�•• - I..IL DEVELOPERS", OCTOBER, 1980. 100 I VIBURNUM ODORATISSIMUM -11-11.-11.� 11-11 �F VS TREE PLANTING_ SANDANKWA LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPANYING THE PLANS SHALL COMMON NAME TREES ALL PLANTS TO BE FLORIDA NO. 1, OR BETTER AS OUTLINED UNDER 'GRADES AND 24 QV QUERCUS VIRGINIANA LIVE OAK 3 LI LAGERSTROEMIA INDICA CREPE MYRTLE 14 SP SABAL PALMETTO SABAL PALM SHRUBS DEVELOPERS", OCTOBER, 1980. 100 VO VIBURNUM ODORATISSIMUM SWEET VIBURNUM 260 VS VIBURNUM SUSPENSUM SANDANKWA GROUNDCOVER 150 TA TRACH. ASIATICUM MINIMA SOD SHALL BE ARGENTINE BAHIA. TREE DATA OAK TREES REMOVED 44 TREES (489") OAK TREES SAVED 8 TREES (146") TREES INSTALLED 41 TREES (164") 83 trees short x 4" Cal. = $20,750 to be paid to tree bank. ALL OTHER TREES DO NOT COUNT GENERAL LANDSCAPE NOTES SI ZE 12'; 4"CAL. ®DBH 12'; 4"CAL. @DBH VARIES ( SEE PLAN) 30"X24"; 30" OC 24"X24"; 30" OC 4" POTS; 12” RUNNERS ; 12" OC 1. ALL PLANTS TO BE FLORIDA NO. 1, OR BETTER AS OUTLINED UNDER 'GRADES AND STANDARDS FOR NURSERY PLANTS, PART I, 1963 AND PART II, STATE OF FLORIDA DEPARTMENT OF AGRICULTURE, TALLAHASSEE, FLORIDA, AND ANY AMENDMENTS THERETO. 2. ALL TREES AND PLANT MATERIAL SHALL BE PLANTED IN ACCORDANCE WITH THE SPECIFICATIONS DESCRIBED IN THE STATE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF FORESTRY, "TREE PROTECTION MANUAL FOR BUILDERS AND DEVELOPERS", OCTOBER, 1980. 3. THE LANDSCAPE CONTRACTOR (CONTRACTED BY OWNER, N.I.C.) SHALL BE RESPONSIBLE FOR ALL MATERIALS AND ALL WORK AS CALLED FOR ON THE LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPANYING THE PLANS SHALL BE USED AS A GUIDE ONLY. IF A VARIATION OCCURS BETWEEN THE PLANS AND THE PLANT LIST, THE PLANS SHALL CONTROL. 4. ALL TREES, SHRUBS AND GROUND COVERS SHALL BE PLANTED USING A SOIL MIXTURE PREPARED ACCORDINGLY (2/3 EXISTING SOIL, 1/3 PEAT). 5. THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO NATIVE SOIL SHALL BE ACCOMPLISHED TO AID DRAINAGE. 6. ALL PLANT BEDS AND TREE WATERING BASINS SHALL BE TOP DRESSED WITH THREE INCHES (3") OF SHREDDED CYPRESS MULCH. 7. NO TREES SHALL BE PLANTED CLOSER THAN 3 FEET (3') FROM THE EDGE OF PAVEMENT TO ALLOW ADEQUATE TREE TRUNK PROTECTION . 8. LANDSCAPE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY THE INSTABILITY OF ANY PLANT MATERIAL. 9. ALL LAWN AREAS TO RECEIVE SOD SHALL BE DISKED FOUR(4) TO SIX(6) INCHES AND DRAGGED TO ESTABLISH A LEVEL FINISH GRADE. ALL DEBRIS TO BE REMOVED FROM THE SITE. PROPERTY APPRAISER ID NUMBER 35-19-30-300--0240-300-02.40-0000 10. SOD SHALL BE FREE OF WEEDS AND PESTS. IT SHALL BE LAID EVENLY AND ROLL D, WITH TIGHT FITTING JOINTS. THE SOD SHALL CONTAIN MOIST SOIL WHICH DOES NO sffAubLE COUNTY Lj 15 APART OR TEAR WHEN LIFTED. ALL AREAS NOT PAVED OR OTHERWISE LANDSCAPE [�PPROVED FOR ENGINEERING CONSULTANTS, LLC SHALL BE SODDED. SOD SHALL BE ARGENTINE BAHIA. THIS APPROVAL I P`4�P � cPPr�A' i''M� F MANj�E3�� �- AIRJ�O4LeOFOUNTY 140 Orlando Dr., Suite 250 11. �pY�ANY SPECIAL REQUIREMENTS OF THE BOARD OF ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND SYS ,LAND DEVELOPMENT CODE AND �(,INTY COMMIS II��C��C7R'E RESPONSIBILITY OF THE DEVELOPER TO Winter Park, FL 32789 WITH 100% COVERAGE, BACKFLOW PREVENTOR, & RAIN SENSOR DEVICE. CORRECT ANY D THE FACILITY AS CONSTRUCTED WHICH DIRECT SPRAY HEADS AWAY FROM ANY NATURAL AREAS AND PAVED SURFACES. RESULTS IN A F 14WREAwWoM�� 66RLtftA19i-EPI; da I WRQMkN5-THEAWIR�u(TR bW D c L Arzp o (407) 960-5 6 �1 12. THE TREE CALIPER OF ALL TREES SPECIFIED ON THE PLANT LIST SHALL BE MEASU gEPTANCE OF �, fQF NT E REQUIREME�t� MEET THOSE REQ c b � aac Board Professional Engineers .A F E� E (�1 �/@NE 54 INCHES ABOVE GRADE. YEAR FROM THE QAkffP$(AdAMF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY of Certificate No. 28973 CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO APPROVED MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. Ravensdale Planning & Design APPROVED JOB No.: 555-01 DESIGNED BY: S. PRIOR Land Planning • Landscape Architecture • Project Management • rt;$Y("E COUNT( DEVELOPMENT REVIEW DEPARTMENT DRAWN BY: ACAD APPROVED BY: S. PRIOR SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT 703 Greens Avenue, Hinter Park, Florida 32789 DATE: 2-1-12 �07 047-03 FAX, DATE (407) 047-1213 4 )^ DATE SHEET- CL 0 rn s CL m Q N r N O N Q 0 0 J n 01 3 v IL 0 0 rn .E I a I U1 In v7 I i i rn c 0 a I v7 U7 U) (D z Q a I— c_� LE I 0 P COUNTRY CLUB ROAD 36"%7 ............ CAMPHOR TREE WITH SIZE 36" POINT OF BEGINNING ............CHERRY TREE WITH SIZE 36" ............ ............PALM TREE WITH SIZE " GUY ANCHOR ....OAK TREE WITH SIZE 36" `tD ............ CITRUS TREE WITH SIZE 36" *............SWEET GUM TREE WITH SIZE 570-15-h1 1/3 6" POP-UP SPRAY HEAD ............DO NOT COUNT P. 0. C............ POINT OF COMMENCEMENT P.O.B............ POINT OF BEGINNING -0 ............POWER POLE ............ TELEPHONE BOX ............ GUY ANCHOR —� ............ SIGN ............ WA TER VAL VE COVER I GRAPHIC SCALE 20 0 10 20 6m mi T OF ONN CTION ( IN FEET ) 1 inch � 20 ft. Q I co N CD N O I Q IN I PVC �LEEVE (TYP.) I i PVC SLEEVE (TYP.) LINE OF SIGHT TRIANGLE IRRIGATION SYSTEM TO BE INSTALLED AS A RECLAIM SYSTEM. ALL PIPE, VALVES, & IRRIGATION HEADS TO BE RECLAIM COMPATIBLE. ALL PIPE TO BE PANATONE PURPLE. WALL OR STRUCTURE 12° INSTALL RISER 4° ABOVE INSTAU.ED PLANT MATERIAL 4° PAINT A OR CHOSEN BY THE LA. PVC SCH. 40 RISER ULTRA -VIOLET PROTECTIVE PVC CLAMPS MULCH STEEL. AN PVC TEE OR ELBOW RRIGATION LEGEND 0 FULL 6" POP-UP SPRAY HEAD 570-8-F ❑ 1/4 6" POP-UP SPRAY HEAD 570-8-0 r� 1/2 6" POP-UP SPRAY HEAD 570-8-H 0 1/3 6" POP-UP SPRAY HEAD 570-8-T 2/3 6" POP-UP SPRAY HEAD 570 -8 -TT �901 3/4 6" POP-UP SPRAY HEAD 570 -8 -TQ ® FULL 6" POP-UP SPRAY HEAD 570-15-F 1/4 6" POP-UP SPRAY HEAD 570-15-Q A 1/2 6" POP-UP SPRAY HEAD 570-15-h1 1/3 6" POP-UP SPRAY HEAD 570-15-T 2/3 6" POP-UP SPRAY HEAD 570 -15 -TT P 3/4 6" POP-UP SPRAY HEAD 570 -15 --TQ 13 CENTER STRIP SPRAY HEAD 570 -4 -CST M SIDE STRIP SPRAY HEAD 570 -4 -SST END STRIP SPRAY HEAD 570 -4 -EST DENOTES VARIABLE 6" POP-UP 570-15-ADJ SPRAY HEAD IN 15' PATTERN DENOTES 4" POP-UP SPRAY HEAD OR ROTOR ON PVC RISER ® POP-UP STREAM ROTOR -* 500 SERIES STREAM BUBBLER ® TORO PLASTIC VALVE CLASS 200 PVC MAIN LINE VALVE ZONE NO. CLASS 160 PVC LATERAL LINE 2 U VALVE SIZE PVC SLEEVE 4" IN DIAMETER 28.0 1" VALVE GPM PIPE CROSSOVER _,--BACKFLOW PREVENTER VALVES �- --IRRIGATION METER 254-06-03 3/4" VALVES CONTROLLER LOCATION ® 252-06-04 1" VALVES TORO MODEL # CC -P09 FRI RAIN SENSOR LOCATION ® 252-25-06 1.5" VALVES NOTE: MODEL NOS. SHOWN REFLECT TORO SPRINKLER HEADS. ANY HEADS OF EQUAL QUALITY MAY BE USED WITH THE APPROVAL OF THE OWNER. CONTRACTOR TO SIZE ALL LATERAL LINES AND INSURE THE PERFORMANCE OF ALL HEADS. SIDEWALK,CURB 8° EIC. FINISH GRADE �.. FLEX PIPE 1/Z° FOR SPRAYS 3/4° FOR ROTORS PVCTEr SXSXF OR EIAOW I O SHRUB RISER DETAIL NTS I ® HEAD DETAIL VALVE BOX NISH GRADE ti e PEN -TITS 0- 0- Q CONNECTAXXORS Trott: EE PBSION SURGE PB % %� EENN = PLACE CONTROL VALVE WIRES UNDER vuu nor Eza>:omE unuw.m"+ncnE s¢a MAIN +' AGLE TO MAIN WITH 45 DEG ELBOWS +, MAINLNE GALV. 0 GALV. N SMNKLER GAM UNION NOZZLEAk W BODY ASSMY 12" ROW AMWAW GROUND LEVEL DOUBLE CHECK VALVE BACKFLOW PREVENT ER 18 siRFFr ELL GALVANrhD PIPE GALV.90 — LATERAL UNE TO METER ADAPT TO CLASS 200 PVC NTS Q BACKFLOW PREVENTER NTS I I I —WALL OF BUILDING THROW 16 AMP SWITCH TORO CONTROLfELECIRICAL 7�pp DMAINUNART CONDUIT OWER WIRE5 AS PER El . CODE w O ELECTRIC VALVE DETAIL NTS I O CONTROLLER DETAIL NTS I O DRIP IRRIGATION DETAIL NTS IRRIGATION NOTE: LANDSCAPE CONTRACTOR IS TO PROVIDE AN ENTIRE IRRIGATION SYSTEM WHICH PROVIDES 100% COVERAGE: OF ALL PLANT AND TREE AREAS WITH HEAD TO HEAD SPACING OF SPRAY HEADS. PROVIDE ALL ITEMS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM TO INCLUDE, BUT NOT LIMITED TO CONTROLLER, VALVES, PIPING, HEADS, RISERS, BACKFLOW, METER, WIRING, ELECTRICAL SUPPLY. PROVIDE AS -BUILT DRAWINGS UPON COMPLETION AND PRIOR TO FINAL PAYMENT. PROVIDE A RAIN SENSOR IN A CONSPICUOUS LOCATION OPEN TO RAINFALL, COORDINATE ALL WORK AND SLEEVE LOCATIONS WITH GENERAL CONTRACTOR. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR OWNER/ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. LANDSCAPE CONTRACTOR IS TO PROVIDE AND INSTALL A SEPARATE WATER METER FOR IRRIGATION PURPOSES. LANDSCAPE CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED FOR THE INSTALLATION OF THE IRRIGATION SYSTEM. m ti e 0- 0- Q Trott: — +o % %� rr¢mrni�romoF,�ErTrr�anECTEooav v D vuu nor Eza>:omE unuw.m"+ncnE s¢a +' » TOfID SUJSUPFPGE WtlGr11gYGE3�lRI]E TakT11 +, U O ELECTRIC VALVE DETAIL NTS I O CONTROLLER DETAIL NTS I O DRIP IRRIGATION DETAIL NTS IRRIGATION NOTE: LANDSCAPE CONTRACTOR IS TO PROVIDE AN ENTIRE IRRIGATION SYSTEM WHICH PROVIDES 100% COVERAGE: OF ALL PLANT AND TREE AREAS WITH HEAD TO HEAD SPACING OF SPRAY HEADS. PROVIDE ALL ITEMS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM TO INCLUDE, BUT NOT LIMITED TO CONTROLLER, VALVES, PIPING, HEADS, RISERS, BACKFLOW, METER, WIRING, ELECTRICAL SUPPLY. PROVIDE AS -BUILT DRAWINGS UPON COMPLETION AND PRIOR TO FINAL PAYMENT. PROVIDE A RAIN SENSOR IN A CONSPICUOUS LOCATION OPEN TO RAINFALL, COORDINATE ALL WORK AND SLEEVE LOCATIONS WITH GENERAL CONTRACTOR. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR OWNER/ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. LANDSCAPE CONTRACTOR IS TO PROVIDE AND INSTALL A SEPARATE WATER METER FOR IRRIGATION PURPOSES. LANDSCAPE CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED FOR THE INSTALLATION OF THE IRRIGATION SYSTEM. m 0- 0- Q » U Z j j U f 0 a ca Q d a E�l & %A_0"m �0" ENGINEERING CONSULTANTS, LLC 1812 Arbor Park Dr. Winter Park, FL, 32789 (866) 959-1333 b8m4band3ang.cam Board of Professional Engineers Certificate No. 28973 JOB No.: SSS -01 DESIGNED BY: S. Moore PROPERTY APPRAISER ID NUMBER 35-19-30-300-0240-300-0240-0000 DRAWN BY: _ACAD SEMINOLE COUNTY APPROVED BY: S. Moore APPROVED FOR CONSTRUCTION DATE: 9--26-11 THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY SHEET: ' R"' LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS, ADMINISTRATIVE JFOI CONSTRUCTION ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENT NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO GNED AND SEALED MEET TH05E REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. Ravensdale Planning & Design APPROVED Land Planning ° Landscape Architecture ° Project Management ° Expert Witness SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT -' 703 Greens Avenue, Hinter Park, Florida 32709 / (407) 647-1213 (407) 647-6359 FAX. / GG 6 L DATE 111 . DATE: 0 UNCLE B[:]B'S SELF ST[IRAGE - SANF[IRD A SELF S TORAGE PROJ CT FOR PAR BUILDERS DIRECTORY OF DRAWINGS EO COVER E1 UNIT AND HALL LAYOUT E2 MAIN BUILDING ROOF FRAMING PLAN E3 MAIN BUILDING STUD AND PARTITI❑N LAYOUT E4 MAIN BUILDING ROOF SHEETING LAYOUT E5 SIDEWALL FRAMING ELEVATIONS E6 MAIN BUILDING ENDWALL FRAMING ELEVATION AT FRAME LINE 16 Ei MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 16 Ee MAIN BUILDING ENDWALL FRAMING ELEVATI❑N AT FRAME LINE 1 E9 MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 1 E10 STUD LAYOUT AT SIDEWALL ENTRANCE AREA E11 STUD LAYOUTS AT SIDEWALL ENTRANCE AREA (CONT'D) E12 10" TALL STUD LAYOUT AT SIDEWALL ENTRANCE AREA N E13 STUD LAYOUT AT ENDWALL WINDOW AREAS v\vo%s S LPNp PRppEv\ Pi,S�1�.p�pp�p-\��.`P�0`�K E14 UPPER ROOF FRAMING LAYOUT AND TRACK LAYOUT .. �� A��EP 'A � E15 SECTION AU1 aD p`cp N0� P� Pp�t10�At\F E16 UPPER ROOF ENDWALL FLASHING LAYOUTS ppb r,, co E.Rpppp 0 OE „ CpR�Ec�\oN oo-c�a�v\o�.P�\oNs OR DESIGN CRITERIA; 1, BUILDING CODE o 2010 FLORIDA INTERNATI❑NAL BUILDING CODE 2. DEAD LOADS, A. ROOF o 2.0 PSF 3. LIVE LADS= A. ROOF = 20,0 PSF 4. WIND LOADS-. A. 140 MPH (ULTIMATE WIND SPEED) B, BUILDING OCCUPANCY CATEGORY o II ,,.,,S MA CA IMPORTANCE FACTOR (Iw) = 1.0 D, HEIGHT & EXPOSURE C❑EFFICIENT (EXP. C) = 1,0 mn in �f"=CEIVEII rs v RichardTSmith PE # 43847 102 Main Street S#a#212 Lagrange, Georgia Ph: (706) 8884814 No 43547 :► AAlllw /A � �•"� �' ` IgA1 o dMMll � r � r AAS M C t . 14ONA 1' ltfIII I/ UNIT MIX CHART MARK N0. SIZE QUANTITY 8 5 x 10 33 C 5 X 15 24 D 10 X 10 31 E 10 x 15 27 F 10 X 20 10 0 10X25 3 H 10 X 30 2 M MECHANICAL 4 N ELECTRICAL 1 0 SPRINKLER 1 _ 9'-10 1 9'=10 1 HALL DIMENSIONS 19'-8 1 2" i I 109'_g-- I I y'-0 1/Z M C N oil H ® H r = . C ego W I C w C C C C M C C oil H ® H D C C ego M C M C C E H ® H D C C E M C M 8 8 D H ® H D D D D M C C C C C C C C C C CC C C C C D D D E I E E E E i �l W91191, UNIT AND HALL LAYOUT NOTE: LARGE DOTS INDICATE CENTERLINE OF HALLWAY JUNCTIONS t f mr mi' PE # 43547 102 fain Street Ste#212 Lagrange, Georgia Ph qO6) 588.4574 �#0jJ111111,11 D !x'11 O� aeaa•a•,,a � ��� No 43547 �. a • a 1: 00 a � � •� V) a w 0 0 0 p Cb I w 0 150'-0" OUT TO OUT OF STEEL LINE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 P1 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P1 TYP. TYP. TYP. TYP. TYP. TYP. M. TYP. TYP. TYP. M. TYP. TYP. TYP. TYP. 9'-10 1 M nnvu1n • • v no X 16GA CM FIELD %AU I IRED IN EACH 10' ®AY NOTES: DRAWN DATE RON 03/10/11 THE SEWEL=L GROUP, LLC 201 ORCHARD DRIVE EUFAULL, AL 36027 Ph. <334) 687-5581 www.thesewettgrouptta.c®M DESCRIPTION BY CKID *1 - THE TOP FLANGE 1. HI - (1) 6" X 2 1/2* X 16GA CEE X 5'-®" 2. H2 - (2) 6" X 2 1/2- X 16GA CEE X 5'-4" 3. H3 - (2) 6" X 2 1/2- X 16GA CEE X 10'-6" 4. H4 - (2) 6" X 2 1/2- X 16GA CEE X 11'-0" 5. H5 - (2) 6" X 2 1/2" X 16GA CEE X 109_10" 6. H6 - (2) 6" X 2 1A2" X 16GA CEE X 6'-0" 7. H7 - (1) 6" X 2 1/2" X 16GA CEE X 4'-10" 6.H6-(1)6"X21/2"X 16GA CEE X5'-4" 9.H9-(1)6"X21/2"X16GA CEE X5'-2" 10. H10 - (1) 6" X 2 1/2- X 16GA CEE X 3' -0" 11. HEADERS REQUIRED BOTH SIDES OF STUDS - EXCEPT AT H1, H7, H6 AND H9 12. ADD PIECE OF U1 CEE STUB UP TO CATCH PURLINS AT ALL HEADERS - FIELD CUT FROM 20'-0" PIECE MAIN BUILDING ROOF FRAMING PLAN 2'-4ry 1/2- 2--i 1 /2"2-- 1 X 2'--e" 2.®ew 1)0; 2'-6" 2.06 2.®6M 2'-6w 2'-6" 2.!7C;F 2.-6: 2.06 2'-6" 20-60 2.�6. 2'-8~ 2-- 2.06» 2'-s» 2'-6" . f%i ire /r.i 1 / URLIN OR EAVE STRUT URLIN OR EAVE STRUT DETAIL AT BLOCKING 2-4M *1: 4" X 2" X16GA CEE -- FIELD CUT FROM 20' PC " 2'-6" 2'-61M NOTE: ATTACH CL1 TO PURLINS AND EVE STRUTS W/ 1X 2'-6" (2) #12 X 1" SDHH SCREWS AT EACH LEG OF CL1 2'-8" , 2.�6-4« 2Richard 2'-67" PE # 43547 .. 2.04. 102 Main Street Ste#212 w �._�p Lagrange, Georgia Ph: (706) 888.4874 2'-6" 29-6 N GENd No 43547 . PURLIN SPACING' ,a a ewer e�evam�a — Fs e e pve e e v eve e e�sewe�. ve e.,�e.,e e e 'URLIN AS IT CROSSES W/ (1) � 12 X i" SDHH SCREW TYP. ALL (4) RUNS OR STRAP BRACING '` 00�,b sir �0 N A ��'� � �" � t 1.11111'1► r ...., r. p;G .,, .. ,rl.Cr ; ;+..,b rh, .: a �z.& ...i .. �. y as .d' inr?:•n,.,: DRAWING STATUS El reFm a: - nl 'o vat to cboyiiffi ft nIntaprvtodtim oofdie projid ol N0. DATE ts. Only Issued 'For Emdor k�" can be corwdow oe Structural Orawkip (Not For Construction) ® For Permit Only (Not For Construction) ® For Find / Erector Installation (For Construction) REWSIONS DRAWN DATE RON 03/10/11 THE SEWEL=L GROUP, LLC 201 ORCHARD DRIVE EUFAULL, AL 36027 Ph. <334) 687-5581 www.thesewettgrouptta.c®M DESCRIPTION BY CKID CHECKED DATE XXX XX/kX/XX ENGINEER DATE XXX XX/XX/XX CUSTOMERi JOBSITE, PAR BUILDERS UNCLE BOB'S SELF STORAGE 1038 BELCHER ROAD S 2010 OLD LAKE MARY ROAD LARGO, FL 33771 SANFORD, FL 32771 SCAff Not To Seal® ..JOB NO. TSG2012-061801 SHEET N®. E2 Dwg, Issue 0 NA Ld I D 0 041 150'-0" OU 1 2 3 4 5 6 7 8 9 10 W-� 10 1 /2 i n' -n" 1 n, -nal i n' -n" 1 n'—n" 1 D' -o" 10'-0' 10'-0" 10'-0" 0 t® DETAIL "AL" I N It RAL.LWAY / UNIT BANK DIMENSIONS OUT OF STEEL �Q12It"11 A. S A 13 (14) "Y ' n' -n" `' 9 n• -n" PPI PPI PPI PPI PPI PPI PPI PPI PP1 PPI PP1 PPI PPI PPI *1 *I *1 N N N N N N N NN N N N N N N 1 a.. ao as a- a_ a. a. a. a+ a. a. a. 0- M PPfi as a. CL a. a. a. a. a. a. ar a. a, a, (L a. PP5 PP6 PP6 PP6 PP6 PP6 PP6 PP6 *1 PP4 P5 a- PP6 PP6 I PP6 *1 J J L 4-J I� I 110".11 I 110,*_4 *1 a- �a.a a a0.IC4 4 00 r - PP6 PP6 PP6 *1 *1 *1 *1 *1 *1 1� 1° 1° a0 0 PPI 5 N� ao 1 r 11'-1 1/2" 1 go -710 8'-7" 10f- 32'— 10 .-32'-10 1/2w 16 r91-10 1/2" * 1 a a M CL a. a. a. a. N N N N N N N N N a- a 1 a a. a a a a- CL PPI 0 PP6 PP6 PP6 PP6 PP6 PP6 PP6 PPI 1 CL *1 *1 *1d 1 d 1d 1d 1d 1 DETAIL "AR" MAIN BUILDING STUD AND PARTITION LAYOUT DRAWING STATUS PPI0 PPI 1 «1 * *1 ,10 PP 12 v— a PPI CL *1 PPI 3 PPI 4 LJ rlriees�, bolfor Appy are by doftnmm not *4 and arse fbr o xwwd NO: DATE repraeentation L H16 purpose to confirm intwpmtatian of the protect tL Only leaned -For &actor Ih AdOw" cm be as ac ElStructurd Drawings (Not For Construction) ® For Permit Only (Not For Construction) For Find / Erector Installation (For Construction) 2'-4 1/2w 2'—fi" 4'-10" 5'-4" 5* -on 5'-0" 5$—ON 5'-o- 5.-4" 5.e®" 5'-0" 5►—Oa 5$—ON 5'r4_ 5$ -on 5,-2" 4'-10" 5'-0" 5'-2' 4'-10= 5'-4" 4'-10" 5'-0= 5'-0" 2'—fi" 2'-4 1/2 - Richard T /2" is ar , Smith PE # 43547 102 Mala Street 5ta#212 Lagrange, Georgia Ph (706) 888.4874 0 11111111111f f D � �S ��i GENS 10:0 . ,. '00 Irk «� NO 43547 *: Now pow SRA wr.. M rrl+ .60 oft "IN00 i M r 00 ,O� �,S' S.., 9 p„,. 0� / i , ��� NN 0 N A � j�No 11111IIlilt STUD SPACING AT FRAME I DESCMP71ON DY qCD *1 - DOUBLE STUDS FOR _ ABOVE CUSTOMER, JOBSITE+ RAR BUILDERS UNCLE BOB'S SELF STORAGE 1030 BELCHER ROAD S 2010 OLD LAKE MARY ROAD LARGO, FL 33771 SANFORD, FL 32771 • SCALE Not To Scale D 0 041 150'-0" OU 1 2 3 4 5 6 7 8 9 10 W-� 10 1 /2 i n' -n" 1 n, -nal i n' -n" 1 n'—n" 1 D' -o" 10'-0' 10'-0" 10'-0" 0 t® DETAIL "AL" I N It RAL.LWAY / UNIT BANK DIMENSIONS OUT OF STEEL �Q12It"11 A. S A 13 (14) "Y ' n' -n" `' 9 n• -n" PPI PPI PPI PPI PPI PPI PPI PPI PP1 PPI PP1 PPI PPI PPI *1 *I *1 N N N N N N N NN N N N N N N 1 a.. ao as a- a_ a. a. a. a+ a. a. a. 0- M PPfi as a. CL a. a. a. a. a. a. ar a. a, a, (L a. PP5 PP6 PP6 PP6 PP6 PP6 PP6 PP6 *1 PP4 P5 a- PP6 PP6 I PP6 *1 J J L 4-J I� I 110".11 I 110,*_4 *1 a- �a.a a a0.IC4 4 00 r - PP6 PP6 PP6 *1 *1 *1 *1 *1 *1 1� 1° 1° a0 0 PPI 5 N� ao 1 r 11'-1 1/2" 1 go -710 8'-7" 10f- 32'— 10 .-32'-10 1/2w 16 r91-10 1/2" * 1 a a M CL a. a. a. a. N N N N N N N N N a- a 1 a a. a a a a- CL PPI 0 PP6 PP6 PP6 PP6 PP6 PP6 PP6 PPI 1 CL *1 *1 *1d 1 d 1d 1d 1d 1 DETAIL "AR" MAIN BUILDING STUD AND PARTITION LAYOUT DRAWING STATUS PPI0 PPI 1 «1 * *1 ,10 PP 12 v— a PPI CL *1 PPI 3 PPI 4 LJ rlriees�, bolfor Appy are by doftnmm not *4 and arse fbr o xwwd NO: DATE repraeentation L H16 purpose to confirm intwpmtatian of the protect tL Only leaned -For &actor Ih AdOw" cm be as ac ElStructurd Drawings (Not For Construction) ® For Permit Only (Not For Construction) For Find / Erector Installation (For Construction) 2'-4 1/2w 2'—fi" 4'-10" 5'-4" 5* -on 5'-0" 5$—ON 5'-o- 5.-4" 5.e®" 5'-0" 5►—Oa 5$—ON 5'r4_ 5$ -on 5,-2" 4'-10" 5'-0" 5'-2' 4'-10= 5'-4" 4'-10" 5'-0= 5'-0" 2'—fi" 2'-4 1/2 - Richard T /2" is ar , Smith PE # 43547 102 Mala Street 5ta#212 Lagrange, Georgia Ph (706) 888.4874 0 11111111111f f D � �S ��i GENS 10:0 . ,. '00 Irk «� NO 43547 *: Now pow SRA wr.. M rrl+ .60 oft "IN00 i M r 00 ,O� �,S' S.., 9 p„,. 0� / i , ��� NN 0 N A � j�No 11111IIlilt STUD SPACING AT FRAME LINES 2 THRU 15 DESCMP71ON DY qCD *1 - DOUBLE STUDS FOR CONNECTION OF HEADER ABOVE REVISIONS DRAWN DATE R®N 03/10/11 THE NEWELL GROUP, LLC 201 ORCHARD DRIVE EUFAULL, AL 36027 Ph. <334) 637. 5501 www.thesewell®roupLtc.com JOB NO, TSG2012-061301 DESCMP71ON DY qCD CHECK® DATE XXX XX/XX/XX SHEET NO, E3 ENGINEER DATE XXX XXIV XX CUSTOMER, JOBSITE+ RAR BUILDERS UNCLE BOB'S SELF STORAGE 1030 BELCHER ROAD S 2010 OLD LAKE MARY ROAD LARGO, FL 33771 SANFORD, FL 32771 DwA, Issue 0 SCALE Not To Scale Ld 0 0j 1 2 3 4 5 6 7 9'-10 1 /2" 10'-0"_ _ 10'-0"_ _ 10'-0"_ _ 10'-0" __ '— " N T— 0 • EN LLJ W W Q 0 W Ld 0 W IL0 11'-1 1/2" 61-7w g'-7" i A'-7- 32'- 10 '-732'-10 1/2" MAIN BUILDING ROOF SHEETING LAYOUT 13 9—nny 1 n'— )1 15 16 W—On 9'-10 1/2" R 00 N" Iq 0 i R rl 0) N x J w R0 l 2'-4 1/2" 21-6w 2'-6" 2'-4" 29-8w 2'-8" 2'-6" 2'-6" 21-sw 21-6" 2'-6" 21-610 q w 1 1®8; 2.-610 2#-8w 2'-6" 21-6w 2.06" w 216 ®10 2.-60 2,-6* 2.osw 21-6" 150'-0" OUT TO OUT OF STEEL 8 —n" 1 n'—n" 9 10 1 n'—n" 1 n'—n, 11 1 n' 12 -n" MAIN BUILDING ROOF SHEETING LAYOUT 13 9—nny 1 n'— )1 15 16 W—On 9'-10 1/2" R 00 N" Iq 0 i R rl 0) N x J w R0 l 2'-4 1/2" 21-6w 2'-6" 2'-4" 29-8w 2'-8" 2'-6" 2'-6" 21-sw 21-6" 2'-6" 21-610 q w 1 1®8; 2.-610 2#-8w 2'-6" 21-6w 2.06" w 216 ®10 2.-60 2,-6* 2.osw 21-6" STANDING SEAM ROOF PANELS = MBCI ULTRA DECK 24GA Richard Smith i PE # 43541 102 Nein Street Sfe#212 Lagrange, Georgia Ph, qO6) 888.4814 ��► ` ` '®•• O E N 8 '�"•�j� moi% �'• No 43547 •'�, P • wppe —o1 IF �V • r weld wo 14/ 00 w� � RRMR•• ••i• �V, �� PURLIN SPACING � ! /0N A' ,� �1�' 21-80 Gm 21o6w o� N 2.06" x 21-610 w 2'�8" 2'�4" 21e6w 21-6" 2•—sw 2'-890 210 w-1! 21-6" 21®8» OD 29-83@ 29-4w 0 2160 i 2s®sw s 1'J 21-610 x 2P-6" 2•-600 /� LL 2'-sw 2'-4 1 /2" STANDING SEAM ROOF PANELS = MBCI ULTRA DECK 24GA Richard Smith i PE # 43541 102 Nein Street Sfe#212 Lagrange, Georgia Ph, qO6) 888.4814 ��► ` ` '®•• O E N 8 '�"•�j� moi% �'• No 43547 •'�, P • wppe —o1 IF �V • r weld wo 14/ 00 w� � RRMR•• ••i• �V, �� PURLIN SPACING � ! /0N A' ,� �1�' Ld Z lz 120'-9" OUT TO OUT OF EAVE STRUTS U Q n OF RIDGE 0 D 60)-4 1/2 NI coI 0 0 I I O 15'—g" I I o I N I 0 I I 0 I 0 i 0 I 0 I I I r I r I I I I LO T-- r w w U-) Ln w I I LO !O 0 LCA L J b J LO N w � N 10' 3" 201-49$ 60'-4 1 /2" 15'-8" � 0 0 14- I I w w w n LCA 0 1 X08" 20'-4" 10' 13 0 0 c q V) -q- ro 04 r 0 r N M � LOtD U) r r r r r t9 L() It V) N r (n (n (n (n un (n (n un (n (n (n cn (n V) (n (n (n (n (n (n 22'-8 1/2" 15'-8" 44' ®0" 15,-891 1 22'-8 MAIN BUILDING: ENDWALL FRAMING ELEVATION AT FRAME LINE 16 NORTH WALL NOTES: 1. ALL GIRTS TO BE 4" X 2" X 16GA CEES 2. ATTACH GIRTS TO STUDS WITH CLIP (CL1) W/ (2) SCREWS EACH LEG OF CLIP 3. ALL STUDS TO BE 4" X 2" X 16GA W/ BASE CLIP BCL1 AND (1) 3/8" DIA. WEDGE ANCHOR AT EACH STUD. it M r a Smith PE # 43647 10Main Street Ste#212 Lagrange, Georgia RPh: (706) 888.4874 • * Na 435470 .. rw r ' ■""` 441 � 10 00 t �► ,r,►� S/0 N M.,. 0 120'-9" OUT TO OUT OF EAVE STRUTS FA NOTE: FIELD CUT AND ADAPT PANELS AND FLASHING AT WINDOW AREAS michard PE # 48847 102 Main Street Ste#212 Lagrange, Georgia Ph: {108) 888.4874 �,•rrr # �j � � / rr ,� �' r t�` tom,! �, � Y Mr %.!/"�,+gyp. �� MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 16 , ,r O rr 00 »� No 43547 SOUTH WALL` r t 00, 1>1 P �, arra rrrr� '►w/ `� ��#lilt, C OF RIDCE 60'--4 1 Z2" 60'-4 1 Z2" RAKE FLASHING - FL -110 RAKE FLASHING - FL -110 00\ w w 14- w w 00 w w w ww w w 14 W N /00 \ OPEN AT w w w w 14- 00 w w00 N w w 14 /0 /W 00 00 w w -4 w w 00 wc\ ww0 \ w \ OPEN AT w00 wdV e�00 \ ` \ w \ w00 \ w� ` w 00 ® n WINDOW ro `n '- 0 n n w •_ 0 LO to WINDOW � N� 0 °� 1 1 1 1 1 1 1 I I I I O w � �� •-' � I I I I I I I I I I I I I Ip I�� I I p/+�m�h�yy/T�� V � � I M I01-00 V • w w w w 0 0 0 0 i"" w w 0 w 0 'rte wwwww�y 0 r �� �" t"" !� �� r� � 0 !� 0 � O � 0 r� 0 py 0 S>I 0 �' `""' 0 ve�+I�y 0) w I w// wpp��(y w� V / V / EJ/ BASE FLASHING - FL -72 NOTE: FIELD CUT AND ADAPT PANELS AND FLASHING AT WINDOW AREAS michard PE # 48847 102 Main Street Ste#212 Lagrange, Georgia Ph: {108) 888.4874 �,•rrr # �j � � / rr ,� �' r t�` tom,! �, � Y Mr %.!/"�,+gyp. �� MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 16 , ,r O rr 00 »� No 43547 SOUTH WALL` r t 00, 1>1 P �, arra rrrr� '►w/ `� ��#lilt, N Y 120'-9" OUT TO OUT OF EAVE STRUTS C OF RIDGE 60'-4 1 /2" 60'-4 1 /2" ��^ Iw Iw I� Iw Iw Ilw I w Iw Iw (0 (0 I w I� Iw Iw iw i� I w IwIt ( I w � w �^ N V! (0 W W (0 0 (D D (0 V/ A moi/ W W (/ (0 w O V/ V/ W 1V VA A N �d dY �d (0 mob/ �✓ d!/ �d 00 wA UD I I I I I I I I 1 1 101 1 1 1 1 1101 1 1 1 1 110 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 w w w w w w w w w w T—" w w w w w 0% w w w w w ss w w s. w •a a se +� .+ w w w .a w w n w w .a n w w N N N N N N N N N N N- N N N. N N N N N N N N N N N N N N N N N N N N N N N N N N N N N (N N `- No' 10$ N 3„ 3,� I IA I It-% u l N 1 Hl Hl H2 Hl wo u% "I 1 If-% ___ --- N PO � in 0 r� oo a7 (/) (/) (n (n (/) (n to (n O �-- N N O V) m V) (n 0 (n (n (n cn v) m cn v) (!) U) V MAIN BUILDING ENDWALL FRAMING ELEVATION AT FRAME LINE 1 SOUTH WALL NOTES: 1. STUDS S1 THRU S14 TO BE 4" X 2" X 16GA CEES W/ BASE CLIP (BCL1) AND (1) 3/8" DIA. WEDGE ANCHOR AT EACH STUD 2. ALL GIRTS TO BE 4" X 2" X 16GA CEES 3. ATTACH GIRTS TO STUDS WITH CLIP (CL1) — ATTACH CLIP TO STUD AND GIRTS WITH (2) #12 X 1" SDHH SCREW PER LEG OF CL1 K) N V) (n c n Richard T. Smith PE # 43547 102 fain Street S#e#21 Lagrange, Georgia Ph: (706) 888-4874 D 7 - GEN 14N*'` » ' ' 00 �• No 43547 «`. 0» • • X11 � f•' • iz 441 A 120'-9" OUT TO OUT OF EAVE STRUTS C OF RIDGE 60'-4 1 /2" 60'-4 1 /2" RAKE FLASHING — FL -110 RAKE FLASHING o FL -110 N MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 1 SOUTH WALL Richard T int "th PE # 48541 102 Main Street Ste#12 Lagrange, Georgia Ph, i108) 888.4814 *0jill..111ll, , .*0 Ie0i «w r► No 43547 10 • "w '0 Iva y • �, r rr r �` ma r `✓ w '�» +err .�• ' ` +err P V wv i o*** N A � �r w w w w w w w w - w w w w w w w w w w w w w w w w w w w w w00 w w w w w w w w w BVI 00 W w s� w w w w 0® N a® �-- m 00 d' 00 N \ \ 00 00 00 0® \ \ N w 1t- 00 00 -q- 00 N 00 o® d- 00 \ a \ \ \ \ \ \ \\\Co \ r n In r r LC) pr) rl-- n LC) n LO ff) o n w w O O N n � LO (0 CD (� 00 M r r O r r- r r O �--- �-- O 00 I� C� O N O O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r I I II I w O w O w O w O w O w O w O w O w O w O w O w O w O w r w r w r w �--� w r w r w O w O w O w O w O w O w O w O w O w O w O w O w O I I I I LL-CDr r r r r r r O7 07 BASE FLASHING FL -72 MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 1 SOUTH WALL Richard T int "th PE # 48541 102 Main Street Ste#12 Lagrange, Georgia Ph, i108) 888.4814 *0jill..111ll, , .*0 Ie0i «w r► No 43547 10 • "w '0 Iva y • �, r rr r �` ma r `✓ w '�» +err .�• ' ` +err P V wv i o*** N A � �r 3'®0" 2$®0" 1 I 1'--0" 22'-0» 16'_0" w w w w w w w w 0 0 0 0 0 0 0 0 NINININININININ 3' — 0 " 16' — O" w w w w w w w w 2 —0 ff 0 0 0 0® 0® 0 �,I�,INININIc�Ic�,I�, 6S1 6" TRACK (6C (FIELD ADAPT) *1: 8'-4" WIDE X 8'®2" TALL FRAMED OPENING 6" TRACK (6CHl) (FIELD ADAPT) 6S1 6S2 (NP.) STUD LAYOUT AT SIDEWALL ENTRANCE AREA 6" STUDS AND CHANNELS LAYOUT NEXT TO BUILDING (2) 4" TRACK (FIELD .ADAPT) STUD LAYOUT AT SIDEWALL ENTRANCE AREA LAYOUT OF CONNECTOR STUDS BETWEEN STUDS NEXT TO BUILDING AND Richard T. Smith PE # 43541 102 Main Street Ste#212 Lagrange, Georgia Ph: (706) 888.4814 D ° +rw, a � � • � A'a� A M No 43547 "•A Vi A e win fte"+• AAA N�7/ A �AAi%� �"AaAa"s•,��, /a N A (2) 4" TRACK PCS (FIELD ADAPT) PC OF 4" CEE FIELD AND ADAPT — (TYP.) EXTERIOR STUDS — 8" INTERIOR AREA NOTES: 1. ATTACH 4" STUDS TO TRACK WITH (2) #12 X 1" SDHH SCREWS 2. ATTACH 4" LEES TO 6" CEE STUDS WITHI (2) #12 X 1" SDHH SCREWS AT EACH 6" STUD 6" TRACK (6CH1) (FIELD ADAPT) 16'-0" q q w w q w w w o00o00o0 ft I I I I I ft I I I NINININININININ 5'-9 1/8w 5'-9 1/80 *1 -0 8'-4" WIDE X 8'-2" TALL FRAMED OPENING 6" TRACK (6CH1) (FIELD ADAPT) �S2 STUD LAYOUT AT SIDEWALL ENTRANCE AREA LAYOUT OF EXTERIOR STUDS (1) 4" TRACK PCS (FIELD ADAPT) 16' -O" A A h A w A h q q q w w q q w A 0 0 0 0 0 0 0 0 I I I I I I I I NINININININININ (1) 4" TRACK PCS (FIELD ADAPT) Richard T. Smith PE #43541 102 Main Street Ste#212 Lagrange, Georgia Ph; UOO) 888.4874 � �'t i l t 111 111 l't � cEN No 4354700 ,� 00 w. . . R • so MR ON • y , • ' Toe 00 • • ! R • • '; �/ONAV- ts$o, ss PC OF 4" CSE FIELD AND ADAPT - (NP.) 6" TALL STUD LAYOUT AT SIDEWALL ENTRANCE AREA - AT TOP AT EXTERIOR EDGE NOTES: 1. ATTACH 4" STUDS TO TRACK WITH (2) #12 X 1" SDHH SCREWS 2. ATTACH 4" TRACK TO 4" TRACK AT 10" TALL AREA WITH (1) #12 X 1" SDHH SCREWS AT EACH STUD (1) 4" TRACK PCS (FIELD ADAPT) (1) 4" TRACK PCS (FIELD ADAPT) PC OF 4" CEE FIELD AND ADAPT - (NP.) 10" TALL STUD LAYOUT AT SIDEWALL ENTRANCE AREA - AT TOP AT EXTERIOR EDGE NOTES: 1. ATTACH 4" STUDS TO TRACK WITH (2) #12 X 1" SDHH SCREWS 2. ATTACH 4" TRACK TO 4" TRACK AT 10" TALL AREA WITH (1) #12 X 1" SDHH SCREWS AT EACH STUD Richard T, Smith PE # 4341 102 Main Street St¢#112 Lagrange, Georgia Ph: (706) 888.4814 3, 0„ 2' 0 " 6S3 (TY [D � 6)) TRACK (6CHl) (FIELD ADAPT) 3, 0„ 2, 0„ WIDE X 8'-2" TALL FRAMED OPENING 6)) TRACK (6CHl) (FIELD ADAPT) 6 S 1 (Ty P.) STUD LAYOUT AT ENDWALL WINDOW AREAS - 2 LOCATIONS NOTE: FIELD MAKE JUNCTION OF RAKE TRIM AND PARAPET RAKE TRIM WEATHER TIGHT Richard T Smith PE # 43547 102 main Street S#e#212 Lagrange, Georgia Ph: qO6) 888.4874 0 No 43547 0/* 0000 w" N �N k r �w 0*0 4�e; N • » 4111111111 1 3, _ 0" 6" STUDS AND e-% T r- r-1 1 1 K 1 r- CHANNELS AT 10" TALL AREA 6" STUDS AND CHANNELS AT TALL AREA R I ichard T. Smith PSE # 43547 102 Main Street Ste#212 Lagrange, Georgia Ph: qO6) 888-4874 WD �►� w w w w " Y00 +« +I+��p► .+ No 43547 �., :0 we MINN w e we 00 00 Lo e+' f + / 41 '►�► t R'*�1M ♦ w �a��r. r�'0; 22'-0" 16'-0 it 3'-0» J SIDEWALL ENTRANCE AREA ELEVATION SECTION 6" 4» STUDS AND CHANNELS STUDS AND CHANNELS 6" STUDS AND CHANNELS AU E15 I E15 NEXT TO ENDWALL STEEL LINE N 8" GAP AREA IN AT EXTERIOR 3'- Q » 22)-0)) 16 )-0)) * 2 a *1 L *1 0 PARAPET RAKE FLSG (FLlX) 3'- Q» E Richard lSmith PE # 48847 102 fain Street S#e#212 Lagrange, Georgia Ph qO6) 888.4874 tI,rrl11111r# �►` �' 4, No 43547MEN � • 00. " TP7ML -I 00 • "► OR IIIIIIIII% PARAPET RAKE CLEAT (FL -290) ROOF TO WALL FLSG (FL3X) *1 - CAP FLSG (CF1 X W/ CLEAT) *2 - CAP FLSG (CF2X W/ CLEAT) UPPER ROOF EAST ENDWALL FLASHING LAYOUT UPPER ROOF WEST ENDWALL FLASHING LAYOUT (AT STEEL LINE OF SIDEWALL) WALL PANEL INSIDE CLOSURE 1/4 - 14 X 1" DRILLER AT 12" O.C. W/ WASHER HEADER TRIM • /I 4 I V 4 M nnu t on SECTION AT HORIZONTAL HEADER .L.1 ADER H1 PANCAKE HEADER DRILLER AT 24" O.C. IER COVER TRIM (WHEN REQUIRED) JAMB COVER TRIM (WHEN REQUIRED) WALL PANEL INSIDE CLOSURE 1/4 - 14 X 1 " DRILLER AT 12" O.C. W/ WASHER n. w w 94 HEADER TRIM CUP CLI 4 X 1 w DRILLER Richard T S PE # 43547 102 Main Street Ste#212 Lagrange, Georgia Phi qO6) 888-4874 �►'�D. 7 Cj 00 No 43547 •: s • .► * o i 00 .• i C>oil,% ( , 1'111r1'11 4CAKE HEADER DRILLER AT 24" O.C. )ER COVER TRIM (WHEN REQUIRED) SMB COVER TRIM (WHEN REQUIRED) SECTION AT VERTICAL HEADER *1 — LINER PANE CAP TRIM — USE AT 2ND THRU 4TH FLOORS AS REQUIRED — LPCT1 *1 PANEL #12 X 3/4" SDHH SCREW 12"O.C. FINISHED SLA TYPICAL STUD LINER PANES AND PARTITION PANES CONNECTION DETAIL LEDGE ANGLE (LAI) ANGLE Al X 1/291 DIA. X 3 1/4" MASONRY ANCHOR (EACH END AND 24" O.C.) r)k1r% e7 r%f%n r%r*r%ll I ki f% Al X CONNECTION DETAIL #12x1 " SDHH SCREWS AT 12" O.C. Rkhard Smith PE # 43647 101 Main Street Ste#212 Lagrange, Georgia Ph: qO6) 686.4614 ••••♦ •«•••r EN • s +' 00 .� No 43547 « �go Ips , /"� ✓' ■MI wo • ' « *. AIN R 941 " ;� O N A 12 RDOF PITCH M -BM TAPE SEAM HILI FLMM CLP W212A]� ULTRA-= Ply —\ 1/4-14 x 1PSTN'-OIVI/WAM [MM� 1/4-14 x 1 1/ =1II 24" PANEL 18" PANEL SECTION AT RIDGE M ita W21201 f SECTION AT PANEL LAP 12 RDOF PITCH E FLASHING 1/414 x 1 1/4 1/1-14 x 7 UW -M UPIEK 14](MAMM OUTOM DW 24" PANEL 11Y PMEL /--ULTR4DEK PANM PURLN DOW Pla- ?"71 lir FMM 9RMMR#11 On= ML SBIUMIf sNNcur ' r � .•::� Y" IMDL 1/4 x 1 1/4 IMIM '' Na 1 WR ,f WE WM RIVE CM TOK MM'+• 14-14x11/ HIf:FI �NIIIryE� 9N'1'ORf Mlar r ' [F+ISTa1eN (am Y x 4' RK NMINE _ • ' t 4-14 x 1 1/4 9O11 M 2 SHF -0111M • �N SIAf SELF -TO DEM f1:4 By M" t • t. •`. 1•, • *. MW SECTION AT PARAPET AT MASONRY WALL ■/¢14 x ER Lr�pe�c( � MIMI\ 1c� 13K SM f WE 9MER CLOW -WILT. PMIIMEL SECTION AT HIGH SIDEWALL HOED M PAE-Pw= HOUR M RAIM 1/4F'14 x 7 UIR=1�(� 11W MMMM CUP W2121 PMU1EL­,, f i4 x Rkhard 1 Smith yW;;;rqw � 102 Main Street Ste#212 Lagrange, Georgia h. qO6) 888"4874 E N * SECTION AT EAVE WITH GUTTER NO 43547 u"w tlPd * • " /, , s 'a� J 41* i�00 ) 8/ i■` r 1 amo 0D SMM WE SMIR 14 x 1.1/4 WMW SECTION AT HIGH SIDEWALL W/ PARAPET DRAWING STATUS For Approval: NO. DATE These drawings; beingg Fa -r are by definition not final, and are for conceptual representation on l . T1>elr pub to oonftrm aper interpretatlan "the project dinimmanto Only issued "Far Erector Inst�dlation" can beas a ElStructural Drawings (Not For Construction) ® For Permit Only (Not For Construction) ® For Final / Erector Installation (For Construction) 1 4=14 x 7 LSE I/IM'IEKd CWM wa MW SECTION AT ENDWALL RAKE REVISIONS DRAWN DATE THE SEWELJL GROUP, LLC DESCRIPTION BY 'D RON 05/01/12 201 ORCHARD DRIVE NECKED DATE EUFAULL, AL 36027 XXX XX/XX/XX Ph. 334 587-5581 www.thesewell rou ENGINEER DATE MBCI ULTRA DECK STANDARDS SHEET UDSD1 XXX XX/XX/XX SCAT F Not To Scale STANDARDS SHEET NO. UDSD1 Building ID Dwg. Issue UNCLE B11B"S SELF ST RAGE - SANFURD A SELF STDR GE PROJECT FOR PAR BUILDERS DIRECT®RY ®E DRAWINGS EO COVER E1 UNIT AND HALL. LAYOUT E2 MAIN BUILDING ROOF FRAMING PLAN E3 MAIN BUILDING STUD AND PARTITION LAYOUT E4 MAIN BUILDING ROOF SHEETING LAYOUT E5 SIDEWALL FRAMING ELEVATIONS E6 MAIN BUILDING ENDWALL FRAMING ELEVATION AT FRAME LINE 16 E7 MAIN BUILDING SHEETING AND FLASHING ELEVATI❑N AT FRAME LINE 16 E3 MAIN BUILDING ENDWALL FRAMING ELEVATI❑N AT FRAME LINE 1 E9 MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 1 E10 STUD LAYOUT AT SIDEWALL ENTRANCE AREA E11 STUD LAYOUTS AT SIDEWALL ENTRANCE AREA (CONT'D) E12 10" TALL STUD LAYOUT AT SIDEWALL ENTRANCE AREA E13 STUD LAYOUT AT ENDWALL WINDOW AREAS E14 UPPER ROOF FRAMING LAYOUT AND TRACK LAYOUT E15 SECTION AU1 E16 UPPER ROOF ENDWALL FLASHING LAYOUTS DESIGN CRITERIA: 1, BUILDING CODE _ 2010 FLORIDA INTERNATI❑NAL BUILDING CODE c, DEAD LADS., A. ROOF = 2,0 PSF 3. LIVE LOADS, A. ROOF = 20,0 PSF 4, WIND LOADS= A. 140 MPH (ULTIMATE WIND SPEED) B, BUILDING OCCUPANCY CATEGORY = II WS IWA C, IMPORTANCE FACTOR (Iw) = 1,0 D, HEIGHT & EXPOSURE C❑EFFICIENT (EXP, C) = 1.0 rim Ns ���. app P wpRK AOOC,P Y,MtsstON j0 V\O�A��' N NN\CAp �-"."/ p�pM�p Pp \)� AoVV�tONa 0� �H�����N� pR spy A pG�\off �s NOpsNAVA COp pp\��1`,\O\� fttOM ppa�,SGON Lp\\\G P,S ON SNF. Np CppE. �,, ,_._, ; r •, -% ���G-�\oN O� �R CO Op p(N\- UNIT MIX CHART MARK N0. SIZE QUANTITY B 5 X 10 33 C 5 X 15 24 0 10 X 10 31 E 10 X 15 27 F 10 X 20 10 G 10X25 3 H 10X30 2 M MECHANICAL 4 N ELECTRICAL 1 0 SPRINKLER 1 9'-10 1 50-4" 5'-4" 91-101 WALL DIMENSIONS 19"-8 1 a- 1 1 lug —a-, to 1 2" a mmc %— RESTROOMS UNIT AND HALL LAYOUT NOTE: LARGE DOTS INDICATE CENTERLINE OF HALLWAY JUNCTIONS Z C C ego C C oil mmc %— RESTROOMS UNIT AND HALL LAYOUT NOTE: LARGE DOTS INDICATE CENTERLINE OF HALLWAY JUNCTIONS Z C C E C C E mmc %— RESTROOMS UNIT AND HALL LAYOUT NOTE: LARGE DOTS INDICATE CENTERLINE OF HALLWAY JUNCTIONS Z U) 0 0 0 I� 0 r. C" I ev w- NOTES: 1. HI — (1) 6" X 2 1/2w X 16GA CEE X 5'-0" 2. H2 — (2) 6" X 2 1/2" X 16GA CEE X 5'-4" 3. H3 — (2) 6" X 2 1/2" X 16GA CEE X 10'-8" 4. H4 — (2) 6" X 2 1/2* X 16GA CEE X 11'-0" 5. H5 — (2) 6" X 2 1/2" X 16GA CEE X 10'-10" 6. H6 — (2) 6" X 2 1 A2" X 16GA CEE X 6'-0" %.H7—(1)6"X21/2"X 16GACEE X4$-10" 8. H8 — (1) 6" X 2 1/2" X 16GA CEE X 50W4" 9. H9 — (1) 6" X 2 1/2" X 16GA CEE X 5'-2" 10. HIO — (1) 6" X 2 1/2" X 16GA CEE X 3'-0" 11. HEADERS REQUIRE® BOTH SIDES OF STUDS — EXCEPT AT H1, H7, H8 AND H9 12. A®® PIECE OF U1 CEE STUB UP TO CATCH PURLINS AT ALL HEADERS — FIELD CUT FROM 20'-0" PIECE Ld 1=!m 0 1 g'-10 1/2" —0" OUT TO OUT OF STEEL UNE T100-01tylo 4 5 6 7 y 9 10 11 12 13 Y14 15 16 ot lo P1 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P1 TYP. TYR M. TYP. M. M. TYP. TYR TYP. TYP. TYP. TYR TYP. TYP. TYR w. �,.�...w , M ., wM X 16GA C= - EIEL® CUT IRE® IN EACH 10' BAY 2'-4 1/2"6 /2" - 2'-6A 20060 2'04. - 2-6" 2'-6" 2.o6M 2'-6" 2.o6A 2'-6" 1 X 20-6" 2.06" 1J 2'-6" 2.-6M 2'-6" 2.—@A 2-6" 2'_ 0 20-60 20060 2'-6" 2'—C 2#-(5" G A 2�2" 2'—S" 2'-6" 2'-6" 2'-C 2#-8" 2'-4" 2'-6" 20-6M 2.-60 1X 2-6" 2.-66 2.-4M 2'-6" 2'-6" 2.-8M 2'-4" 20o6M 20-60 2'-6A 2.e6M 21-60 2'-4 1/2m ■ ....a . _■ . _.__ ...._ •._.. _. .—.._..._ . ..--- — — .... -...-- — MAIN BUILDING ROOF FRAMING PLAN UREIN OR EAVE STRUT UREIN OR EAVE STRUT DETAIL AT BLOCKING *1: 4" X 2" X 1 UGA CEE — FIELD CUT FROM 20' PC NOTE: ATTACH CE1 TO PURLINS . AND EAVE STRUTS W/ (2) #12 X 1" SDHH SCREWS AT EACH EEG OF CE1 PURLIN SPACING WMI a„�,,.v — „v 1,,.,11 I%f 9%04 . Lv1%q.V._ .., .�...,. ,'UREIN AS IT CR®SSSS W/ (1) #12 X 1" S®HH SCREW %,I TYP. ALL (4) RUNS OR STRAP BRACING r- - Li! xl a 01 N 150'-0" OUT TO OUT OF STEEL LINE 1 T10 56 7 691011 12 13 14 159'-10 1/2 '®0" 10'_13"T10'_0"- -10'-0"_ _ 1- '_ " " " '- " '— " " ' " '® •®" 9'-10 1 2" -- 8 cv 11060: wry' SPACING AT FRAME 6 15 0 � I CONNECTION LL_ w O Lj_ I= O 0 0-1 O O xl a 01 N 150'-0" OUT TO OUT OF STEEL LINE 1 T10 56 7 691011 12 13 14 159'-10 1/2 '®0" 10'_13"T10'_0"- -10'-0"_ _ 1- '_ " " " '- " '— " " ' " '® •®" 9'-10 1 2" -- 8 cv 11060: wry' SPACING AT FRAME LINES 2 THRU 15 *1 - � I CONNECTION OF HEADER ABOVE N I a eI N HALLWAY / UNIT BANK DIMENSIONS PPI PPI PPI PPI PP1 PPI PPI PPI PPI PPI PP1 PPI PP1 PPI. *1 1 N N N N N N N N N N N N N N N a, a. a n_ a. n_ n_ n. a. a- CL CL PP6 CL a, a. a. a. n_ a. a. o- o PP5 PP6 PP6 PP6 PP6 PP6 PP6 PP6 PP6 PP6 PP6 PP9 �1 *, CL C IL na. NpN !- CL * , N N N N N N N CL M 1 C4 C4 c%1 C4 N C4 01n_ M CL a ma. a C a a°-. a a (L a- CL PPI 0 PP6 PP6 PP6 PP6 PP6 PP6 PP6 D_ PP11 PP4 IPP5 PP5 � PP6 PP6 PP6 *, *, *, *, *,*, *1 , 7__ _!� 4.w t._ 1co itO If^ 'Irn lrn len tre I. CL ® PP15 PP4 PP5 o cV r� 14-I 1 1 1 1 (001 1 ll-"'* 1,-,*4IL11 _' DETAIL "AL" It Lm - V_ PPI 5 N IL 1 � r 11'1 1/2" 32'-10 1/2" DETAIL "AR" MAIN BUILDING STUD AND PARTITION LAYOUT PP10 PPI 1 *, * PP12 P IL PPI 0 P a' *1 a PPI 3 PPI4 2'-4 1/2- 4'-10 /2"4'-1O 5.04» 5.-0" 5.00~ 5.00. 5._4.. 5.00,. 51—Ow 51—Ow 5.00» 5.04» 5.00» 5.02* 4'— 1 ON 5.-0.. 5'-299 4'-10 5'-4" 4v_10 0 5.—OM 5#-0 w �)Q�M 2'--4 1/2 STUD SPACING AT FRAME LINES 2 THRU 15 *1 - DOUBLE STUDS FOR CONNECTION OF HEADER ABOVE L.� U) n 150'--0" OUT TO OUT OF STEEL LINE 1 2 3 4 5 6 7 8 9 12 13 14 9'-10 1/2" 10'-0" 1 n' -o" 1 �'-0" 10'-0"_ _ 10 _ 1®'-0"_ 10'-0"_ 10'-0W1-- 10'-01$?-- _i 1f 10 f " of -o" " 1 9'®10 1/2" 011 32'-10 1/2" 2'-4 1/2m 2'-6" 2'- 2'0$" 2,08" x 2'-6~ 2'®6" 2'-6" 2.0c;n 2'-6" 1)2;; 2'-6" 2,_8» 2,-8" • I 2'-6" N 2'-6" x 2.6 ;�' Ed 2'_g" d 2p—gF a _ 2'-6" 2'-6" 2,_8" E w 2.-6It 2'-6" C4 x 2'-6" 2.08" 2'-4» CL 2.06» 2,®6" 2'-6" 2'-6" 2'-8" 2'-4" 2'-6" 2'-8" 2'-8" UD 0 2'-6" 2•_g» x - 2'—s» w 2'-6" a 2•_6m 2'-4 1/2" STANDING SEAM ROOF PANELS =MSCI ULTRA DECK 24GA PURLIN SPACING i ti r 99_10 1/2w1 Tinl_ 8 I 8 -n" 90-10 1/2" E2 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1X G1 G1 G1X G1X CH3 CH2 CHI CH1 CLIP CL1 (TYP') G2 G G1 G1 G1 G1 G1 G1 G1 G1 G1 G1X G1X G1 sI G1 G1 1 G1 G1 G1 G1 G1 GI G1 G1 G1X G1X CH3 CH2 CHI CH1 CHI CH1 CHI 11'-1 1/2" '-7" S'-7" '-7" 32'-10 1/2" Lsi ('".) MAIN BUILDING SIDEWALL FRAMING ELEVATION AT COLUMN LINE "Z" EAST WALL $1-- SIDEWALL ENTRANCE AIWA 149'-9" OUT TO OUT OF STEEL UNE 1 Q2 3 4 SS o8 7 8 9 9'-10 1 /2" 1 1 n•-n"T 1 n' -n" T 1 nl-n~ T 10'-0" T t o' -o" I o' -o"_ I o' -o" _ 10'-0" �' E1X E1 E1 E1 E1 E1 EI E1 E1 E1 E1 E1 E1 E1 E1X w x CUP CLI (TYP.) Ill 0 G1X G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 GI G1 G1 G1X CH1 CH1 CH1 CH1 CH1 CHI CH1 S1 (TYP.) MAIN BUILDING SID�EWALL FRAMING ELEVATION AT COLUMN LINE "A" WEST WALL 9'-10 1/2" NOTES: 1. INSTALL "J" TRIM AT .PANEL END'S AT ENTRANCE AREA 2. ALL STUDS TO BE 4" X X 16GA CEES 3. ALL GIRTS TO BE 4" X 2" X 16GA CEES 4. ALL EAVE STRM TO BE 4" X 2" X 1 WA CEES 5. ATTACH GIRTS AND EAVE STRUTS TO STUDS W/ CUP (CL1) W/ (2) #12 X 1" SDHH SCREWS PER LEG OF CLIP R 00 I 0) hJ UZ � 120'-9" OUT TO OUT OF EAVE STRUTS z U Q vi C OF RIDGE D ' N � 60-4 _1/2 " 'T 0 w I NI cod 0 0 a l o 15-8 I I p I N l 0 I 0 0 0 � IN w " I w 0 Lo w `- 10' 3" 60'-4 1 /2" 0 15-8 -1 LoI L— 11-8'v 20'--4" 20'-419 0 0I 0 I tI R IftI- I I I 10' N 3» (n cn cn cn cn cn cn 0 (� 22'-8 1/2" 15'_8" 44'e®" 15'-81922-8 1 2" MAIN BUILDING ENDWALL FRAMING ELEVATION AT FRAME LINE 16 NORTH WALL NOTES: 1. ALL GIRTS TO BE 4" X 2" X 16GA CEES 2. ATTACH GIRTS TO STUDS WITH CLIP (CL1) W/ (2) SCREWS EACH LEG OF CLIP 3. ALL STUDS TO BE 4" X 2" X 16GA W/ BASE CLIP BCL1 AND (1) 3/8" DIA. WEDGE ANCHOR AT EACH STUD. Il 120'-9" OUT TO OUT OF EAVE STRUTS 6 NOTE: FIELD CUT AND ADAPT PANELS AND FLASHING AT WINDOW AREAS MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 16 SOUTH WALL C OF RID E 60'-4 1 2" 60'-4 1 Z2" RAKE FLASHING - FL --110 RAKE FLASHING o FL -110 00 00 14-00 ` e d' 00 N 00 � N-.., � OPEN AT w 00 r. N w w 00 R v .- w 00 i. i. 00 00 $ a w � e a 00 ` N ` 00 ` � OPEN AT 00 N00 a It 00 ` -q- w 00 ® Lo n Lo - po WINDOW V) `n �- 0 ,,... a n �• _0 WINDOW n I I I I I I I I I I I I I I I I I I I I I I I I w w w w w w w w w w w 0 11O 0 .�- r- .- �- ( I ( I I L�O)r~ 10) J r9 �- r- r- r- r- .-- �-- r- V- V-._ �- BASE FLASHING - FL --72 NOTE: FIELD CUT AND ADAPT PANELS AND FLASHING AT WINDOW AREAS MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 16 SOUTH WALL w 0 I w A Z c� 120-9 OUT TO OUT OF EAVE STRUTS z U Q n. C OF RIDGE z J 60'-4 1 Z2 60'-4 1 Z2 - I - w w w w w w w w w 04 w w vc o- Iw w w w w w w w w w w w w w w w w w w w w w w w n w w w w w w w w w w w w n w w w w w Iw//���� w wr � w�\ w w' ^ w w w w w w w w w w w w w w w w w w w w w w w w w w /�� �y\ r ' ^ f `^ /� r tl.r W 0 CU lJ �.V N V!� �/ �✓ W �1 �/ w c w co � 4� !�J �J w N CO 't 00 00 W W (0 W � w w w I I I I I I I I I 1 1 0 1 1 1 1 1 w1 c0 1 w1 w1 w1 w1 wl V6 I wI wI wI wI wI w1 w1 w1 w1 w1 w1 w1 wI wl wl w1 wl wl wl wl wl wl N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N w N10' 3 10 N 3 114 Hi "1 un u� 1 1.1 11^ U) U) (n (n (n (f) V) (/7 V) MAIN BUILDING ENDWALL FRAMING ELEVATION AT FRAME LINE 1 SOUTH WALL NOTES: 1. STUDS S1 THRU S14 TO BE 4" X 2" X 16GA CEES W/ BASE CLIP (BCL1) AND (1) 3/8" DIA. WEDGE ANCHOR AT EACH STUD 2. ALL GIRTS TO BE 4" X 2" X 16GA CESS 3. ATTACH GIRTS TO STUDS WITH CLIP (CL1) — ATTACH CLIP TO STUD AND GIRTS WITH (2) #12 X 1" SDHH SCREW PER LEG OF CL1 I A 120'-9" OUT TO OUT OF EAVE STRUTS C OF RIDC-L E 60'-4 1 Z2 60 4 1 Z2 RAKE FLASHING FL-110 RAKE FLASHING o FL-110 -q- 00 w ww�- ww ww ww ww ww ww ww ww w w w _ ww 0 ww 00 00 N 00 q- 00 00 q- 00 N � � 00 00 00 00 N 00 Nt 00 00 � 0ww 00 '**-� ****� ***� **,� **"� **"� "'%� %**� **"� n "%�� *",� ****� co n LO n � n n A Ln ro a) V) 0 ,� P {� 1 I ,/�1 / j�\J (/�]�j o �- err �0s �/ )�) �/ (�) {/�) {/�) ,w-�) N r� ro o. A 0 0 a b ' — L O � �i� � 00 V / 0 \ ♦ 0 ♦ ! v vim! � ( `(P L I • / a 1 ® �s�w pOH l/ )�J w w�p�)�) p _ 0 �aI ) 0 D0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I w0 �O_j 0 0 0 0 0 w0 w0 w0 w0 w0 w0 w0 w0 w0 w0 w0 0 0 w0 J BASE FLASHING e FL-72 MAIN BUILDING SHEETING AND FLASHING ELEVATION AT FRAME LINE 1 SOUTH WALL MM IS ME SOLE M0FER7Y OF ME MHU M= " &M MAY ME BE =0 IN IN PART IRRMI ME MTIEN C(* MT QE SQAELL ALL MUM 9MRYM DRAWN ®ATF' JOB NO. DRA WING STATUS REWSlONs THE S E W E L Fa. vd; R®N 03/10/11 201 ORCHARD DRIVE � TSG2012-061801 Thew For Appr�w� aro by delinWm not *4 and am for cwVwI N®. DAIE DESCRIPTION ®Y CKID tow aN le to CM&M hf tion of Me CHECKED DATE EUF"AULL, AL 36027 do to ONy = "For Eroctor =' cm be a� XXX XXI)(X/XX Ph. 8334) 6Gi—aa®I www.-thesewettgroupLtc.com SHEET NO. 4®E 9 Structural Drawings (Not For Conatructlon) ENGINEER DAIS CUSTOMER• JOBSITE� XXX XX/XX/XX RAR BUILDERS UNCLE D®D'S SELF STORAGE Dwg. Issue ® For Permit Only (Not For Construction) SCALE 1038 BELCHER ROAD S 2010 ®LD LAKE MARY ROAD ® For Final / Erector Installation (For Construction) Not To Stele LARG®, F'L 33ii1 SANF®RD, FL 3Rii1 0 3)-0p, 20-0» 1 P -op 22$-0„ 16$--O" n n n n w w w w w R R R w w w R 0 0 0 0 0 0 0 0 I I I I I I I I NINININININININ 3' -0 it 16' -O" n n R w w w w w i » 0 0 0 0 0 0 0 0 2-0 I I I I I I I I n n R w R w R R NINININININININ �1 I - 0» 6S1 6" TRACK (6C (FIELD ADAPT) *1: 8'-4" WIDE X 8'-2" TALL FRAMED OPENING 6" TRACK (6CHl) (FIELD ADAPT) 6S1 6S2 (NP.) STUD LAYOUT AT SIDEWALL ENTRANCE AREA 6" STUDS AND CHANNELS LAYOUT NEXT TO BUILDING (2) 4" TRACK PCS (FIELD ADAPT) INVATink 4" TRACK PCS (FIELD ADAPT) PC OF 4" CEE FIELD AND ADAPT - (TYP.) LAYOUT OF CONNECTOR STUDS BETWEEN STUDS NEXT TO BUILDING AND EXTERIOR STUDS - S" INTERIOR AREA NOTES: 1. ATTACH 4" STUDS TO TRACK WITH (2) #12 X 1" SDHH SCREWS 2. ATTACH 4" CEES TO 6" CEE STUDS WITHI (2) #12 X 1" SDHH SCREWS AT EACH 6" STUD 6') TRACK (6CHl) (FIELD ADAPT) 16' - 0" h h h h h h N h h .► h 0 0 0 0 0 0 0 0 U I I I I I I I h h h h h h h h N I N I N I N I N I N I N I N 5'-9 118w 5'-9 1/80 *1: 8'-4" WIDE X 8'-2" TALL FRAMED OPENING 6" TRACK (6CHl) (FIELD ADAPT) �019 STUD LAYOUT AT SIDEWALL ENTRANCE AREA LAYOUT OF EXTERIOR STUDS (1) 4" TRACK PCS (FIELD ADAPT) 160-011 0 0 0 0 0 0 0 0 I I I I I I I I h h h h h h h h NINININININININ (1) 4" TRACK PCS (FIELD ADAPT) PC OF 4" CEE FIELD AND ADAPT ® (TYP.) 6" TALL STUD LAYOUT AT SIDEWALL ENTRANCE AREA - AT TOP AT EXTERIOR EDGE NOTES: 1. ATTACH 4" STUDS TO TRACK WITH (2) #12 X 1" SDHH SCREWS 2. ATTACH 4" TRACK TO 4" TRACK AT 10" TALL AREA WITH (1) #12 X 1" SDHH SCREWS AT EACH STUD (1) 4" TRACK PCS (FIELD ADAPT) (1) 4" TRACK PCS (FIELD ADAPT) PC OF 4" CEE FIELD AND ADAPT - (TYP.) 10" TALL STUD LAYOUT AT SIDEWALL ENTRANCE AREA - AT TOP AT EXTERIOR EDGE NOTES: 1. ATTACH 4" STUDS TO TRACK WITH (2) #12 X 1" SDHH SCREWS 2. ATTACH 4" TRACK TO 4" TRACK AT 10" TALL AREA WITH (1) #12 X 1" SDHH SCREWS AT EACH STUD 3,-o" 2'-0 ,) 6S3 (T%Vp � 6" TRACK (6CHl) (FIELD ADAPT) 4 — 4b46 3'-0" -o" *1: 9'-8" WIDE X 8'-2" TALL FRAMED OPENING 6" TRACK (6CHl) (FIELD ADAPT) 6 S 1 (TY P.) STUD LAYOUT AT ENDWALL WINDOW AREAS - 2 LOCATIONS NOTE: FIELD MAKE JUNCTION OF RAKE TRIM AND PARAPET RAKE TRIM WEATHER TIGHT i 0 z m s .%i a 0 N 0 J Lidz z !r 0 21'-9" 10'-10 1/2"110'-10 1 /2" I c I cv t 0 N C-4 UPPER ROOF FRAMING LAYOUT STANDING SEAM ROOF PANELS = MBCI ULTRA DECK 24GA 4" PURLINS X 11'-0" (TYP.) Cn 0 Lt N 0 I w 0 1 W Z LL N 0 z 0 z KR W z n� I..L 0 z F z V) UPPER ROOF PANEL LAYOUT NOTES: 1. ATTACH TOP TRACK TO STUDS BELOW WITH (2) #12 X 1" SDHH SCREWS 2. ATTACH 4" PURLINS TO STUDS WITH (3) #12 X 1" SDHH SCREWS AT EACH STUD 0 z 0 z Q 7F LL0 Ld 0 Q w LL- 0 I 21'-9" 10'-10 1/2"110'-10 1 /2" IR I 0 P A A p� wl q � wl , 6 `! ` `1 w�. CA N T[ 4" STUDS - FIELD CUT FROM 20'-0" STICK LOWER TRACK AND STUD LAYOUT AT UPPER ROOF FRAMING NOTES: 1. ATTACH BOTTOM TRACK TO PURLINS BELOW WITH (2) #12 X 1" SDHH SCREWS AT EACH PURLIN 2. ATTACH 4" STUDS TO BOTTOM TRACK WITH (2) #12 X 1" SDHH SCREWS AT EACH STUD 3, ®®„ STEEL LINE 6" STUDS AND CHANNELS AT 10" TALL AREA 6" STUDS AND CHANNELS AT 6" TALL AREA 22$—®" 16,-0„ 3$_o„ so SIDEWALL ENTRANCE AREA ELEVATION SECTION 6 4" STUDS AND STUDS AND 6" STUDS AND AU E15 I E15 CHANNELS NEXT TO ENDWALL STEEL LINE CHANNELS IN 8" GAP AREA CHANNELS IN AT EXTERIOR J 3'- Q » 2 2'- 0" 16'- 0 " * 2 0 0 PARAPET RAKE FLSG (FLlX) 3'- Q» PARAPET RAKE CLEAT (FL -290) * 1 - CAP FLSG *2 - CAP FLSG (CFlX W/ CLEAT) (CF2X W/ CLEAT) UPPER ROOF EAST ENDWALL FLASHING LAYOUT RAKE FLSG (FL2X) ROOF TO WALL FLSG (FL3X) 1 1/2 99 W z 14 X 1" DRILLER ALTERNATE FASTNER LOCATION �. W AND SECURE TO En 6. z CLIPS AND BASE CLIP FASTENERS Zi OMITTED IN 1 1/2 99 C`i17171 I I AI E' COLUMN JCT1 FRAME LINE SEE E1 1/4 — 14 X 1" DRILLER ALTERNATE FASTNER LOCATION �. W AND SECURE TO JAMB 6. z CLIPS AND BASE CLIP FASTENERS Zi OMITTED IN M 2 SECTIONS Z Cq THIS PAGE FOR CLARITY ALTERNATE FASTNER LOCATION SEE NOTES 3 & 4 (SEE NOTES) STANDARD CORNER COLUMN DETAII 3/8" DIA. WEDGE ANCHOR WITH WASHER FOR DIMENSION 1' 0„ 11 1 ' 0" PARTITION PANEL X 199-11 0.177 X 1 " PAF (TYP.) RCL1 3/4" !j ii .. /— ALTERNATE FASTNER LOCATION COLUMN X 1" DRILLER JAMB OR COLUMN 13H3E CLIP (BCL1) SEE NOTES 3 & 4 BASE DETAIL AT 2'-0" MULLION TYPICAL COLUMN AND JAMB BASE CONNECTION DETAIL (DETAIL "E" NOTES: 1. ATTACH JCT1 TO COLUMN C5 W/ (4) 1/4-14 X 1 " DRILLER AT 12" O.C. 2. DOOR TRACK FASTENERS TO PASS THRU JCT1 L / R AT JAMB AND SECURE TO JAMB 3. 1/4" — 14 X 1 " DRILLER — ARE REQUIRED TO BE PLACED ON FRONT OR SIDES OF JCT1 AND JCT2 AT TOP AND BOTTOM 4. 1/4 99 - 14 X 1 " DRILLER — IF USED TO BE PLACED ON FRONT OR SIDES OF JCT1 AND JCT2 AT 12".C. 5. DOOR TRACK FASTENERS TO PASS THRU JCT1 AND JCT2 AT JAMB AND SECURE TO JAMB 6. BASE CLIPS AND BASE CLIP FASTENERS OMITTED IN THE SECTIONS THIS PAGE FOR CLARITY DRAWING STATUS For Approval: NO. DATE These drawings; reinq For two �nft m ition noun and of r caweptual ropresentation andyy. their p �S ppar�ppeerr tip .. project documents. Only drawings issued "Far Erector instillation" can be considered as complete. Structural Drawings (Not For Construction) ❑ For Permit Only (Not For Construction) ® For Final / Erector Installation (For Construction) COLUMN LONGITUDINAL PART. PANEL 1/4- 1/4- 14 X 1 1/4" DRILLER (12" O.C.) 14 X 3/4" DRILLER (2 4 " 0. C.) DETAIL AT PARTITION INTERSECTION REVISIONS DRAWN DATE THE SEWELL GROUP, LLC DESCRIPTION ®Y CK'D RON 05/®1 /12 201 ORCHARD DRIVE CHECKED DATE EUFAULL, AL 36027 XXX XX/XX/XX Ph. 334 687-5581 wwi ENGINEER DATE STANDARDS SHEET SD3 XXX XX/XX/XX Not To Scale JOB NO. STANDARDS SHEET NO. SD3 Building ID Dwg. Issue O WALL PANEL INSIDE CLOSURE 1/4 - 14 X 1 " DRILLER AT 12" O.C. W/ WASHER HEADER TRIM 4 /A d A v a w nnu a on SECTION AT HORIZONTAL HEADER 'L1 ADER H1 PANCAKE HEADER DRILLER AT 24' O.C. IER COVER TRIM (WHEN REQUIRED) JAMB COVER TRIM (WHEN REQUIRED) WALL PANEL INSIDE CLOSURE 1/4 - 14 . X In DRILLER AT 12" O.C. W/ WASHER HEADER TRIM CUL' CLI 4 X I" DRILLER ICAKE HEADER DRILLER AT 24" O.C. IER COVER TRIM (WHEN REQUIRED) M® COVER TRIM (WHEN REQUIRED) SECTION AT VERTICAL HEADER - L I *1 - LINER PANE CAP TRIM -- USE AT 2ND THRU 4TH FLOORS AS REQUIRED ® LPCT1 *1 LEDGE ANGLE (I -Al) ANGLE Al X �I I PANEL #12 X 3/4" SDHH SCREW 12"O.C. TYPICAL STUD FINISHED SLAB LINER PANEL AND PARTITION PANEL CONNECTION DETAIL 0%.1 r% 1-1 ^^r% Fti f V . fi Al CONNECTION DETAIL #12X1" SDHH SCREWS AT 12" O.C. 1/2" DIA. X 3 1/4'9 MASONRY ANCHOR (EACH END AND 24" O.C.) PANEL #12 X 3/4" SDHH SCREW 12"O.C. TYPICAL STUD FINISHED SLAB LINER PANEL AND PARTITION PANEL CONNECTION DETAIL 0%.1 r% 1-1 ^^r% Fti f V . fi Al CONNECTION DETAIL #12X1" SDHH SCREWS AT 12" O.C. STUD BASE DETAIL SHEETED EAVE STRUT ALL 1/4-14X1" DRILLER (NO WASHER) (SEE NOTES) (B.S. OF COLUMN WEB) COLUMN CLIP DETAIL AT EAVE STRUT CLIP CL1 1/4 - COLUMN GIRT CONNECTION AT COLUMN EAVE STRUT FRAMF I INF 'SFF F1 FOR DIMFNSION 1" DRILLER (TYP.) 1/4-4X1 " DRILLER (NO WASHER) 3/8" DIA. X 2 3/4" WEDGE ANCHOR 60" O.C. (FIELD DRILL HOLE IN EAVE STRUT) MASONRY WALL BY OTHERS -� TO BE SOLID FILLED TOP RUN SAVE STRUT AT TOP OF MASONRY WALLS NOTES: 1. ATTACH CL1 TO COLUMNS AND JAMS W/ (4) 1/414 X 1" DRILLER (NO WASHER) 2. CL1 REQUIRED AT BOTH SIDS 0F WEA OF COUMNS &ONE SIDE OF WEB AT JAMBS 3. ATTACH EAVE STRUT TO CLIP (CL1) W/ (2) 1/4 - 14 X 1 " DRILLER (NO WASHER) 4. SEE PLANS FOR COLUMNS, JAMBS, HEADERS, AND SAVE STRUT SIZIES EAVE STRUT 1/4-14X1 " DRILLER (NO WASHER) (TYP. U. N -) HEADER (4) - #14X199 DRILLER (NO WASHER) 1'®0" COLUMN SECTION "G" "G" 1 7®0!7 (4) - #14Xl1p9 DRILLER (NO WASHER) CLIP CL1 (TYP.) HEADER PURLIN e 8" ZEE EAVE STRUT STUD /JAMS TO EAVE STRUT AND HEADER CONNECTION DETAIL