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HomeMy WebLinkAboutDumpster; Fire Sprinkler; Fence (As Built Survey) and Revised (As Built)CITY OF CAPE CANAVERAL DOCUMENT COVER SHEET Box #: 2 Item #18 — Radisson Resort; 8701 Astronaut Blvd. Dumpster; Fire Sprinkler; Fence (As Built Survey) and Revised (As Built) large format plans UPON RETURN OF PAPER ORIGINALS FROM MCCI, add to file name: 4 D �v (�s � 5��� a � o 0 I DETAIL - PARCEL 1 MAIL - PARKING EMSEMENT DETAIL - UTILITY EASMENT ` .., , .., . , _. - - - r N.89THENCE•✓ :.� -"-- - �_�___� �j .27 '20,W, ADS T" . 1 TANCE XOF 50.69 FEET; � ENCE RUN n •-----..__.-. , 5,37'21'1fl'.'E., A DISTANCE OF 130,28 FEET; THENCE RUN r .l UFT STAT011 , r _ _ _..�z 5.52 38' 50.'V., A DISTANCE OF 261.60 ,FEET; THENCE RUN - --- -___,..--------------------------------------------___.,__ ...�.,,.., -� S.37 21 1�, A DISTANCE OF 139.72 FEET; THENCE RUN v t, ' N.52'385th"E., A DISTANCE OF 211.00 FEET THENCE RUN S.37"21'10"E., A DISTANCE OF 200,00 FEET; THENCE RUN U N.52 38 5Q E., A DISTANCE OF 75.00 FEET; THENCE RUN` NOTES: Concerning Schedule B for Title Commitment 1298-0-4792, • THENCE RUN SURVEYORS g � N,37 21 1fl W., , „ ' A DISTANCE OF 135.73 FEET; HE OE dated December 13, 1999. 1 N.52 38 5o E. A DISTANCE OF 212.33 FEET TO THE POINT OF T INiNG 1.786 ACRES MOR€ OR LESS. LEGAL DESCRIPTION, PARCEL 1 (- BEGINNINGr OF THIS EAS£MEN7, CON A SURVEYORS NOTES, 1 & 2 Are general exceptions. t C /OFY S _ A TRACT OF LAND LYING 1NTOWNSHIP 24 SOUTH: SECTION �5, , RANGE 1. The surveyor relied on Chicago Title Insurance Company Y 3. Is a T.1.I.1}. reservation which has been released. 37 EAST, $RE1/ARD COUNTY, FLORIDA,, BEING MOREPARTICULARLY CERTIFICATION; , I •�! � �''" Title Commitment #1298-0-4792, dated 12/13/99, to determine-\KOT 6� V GW or rights of way that may _ DESCRIBED AS FOLLOWS;.. � �'. ,f there exists an easementsg y Y _ Yis n in Ness res Easement and ,s shown on the Sketch of Survey. 4. a g Eg s � , ,To Robert A. Sa her Trustee, Wachovia Bank, N.A., Chicago ,. this site. 9 o affect N AT THE SOUTHEAST CORNER qF SAID SECTION 15, RUN P. Kent LeBlanc P.A, Kohn Bennett , �- ' a COMMENCE .E O. Title Insurance Company, � ,::, .. . • " Bell Telephone and ,s I F I SECTION at• 5. Is an Easement ,n favor of Southern $ p. .8 2 0 W. ALONG THE SOUTH L NE O SA Q S h tel Inc: 2. This site ,s also known as the Radisson Resort and THENCE N 9 2 _, _ , Es u,re and`: Cocoa Seac Mo f .ry � q >� shown an the Sketch o Survey. 15 - FOR A DISTANCE OF 1008.19 FEET; THENCE N.00'32'4G"€., Y e Center, whose address ,s 8701 Astronaut Boulevard, Conferenc ,T RIGHT F DISTANCE OF 1234.(35 FEET TO A POINT ON THE WES h' ma or lot and the serve. on � : ;" ., � Florida. 0R A D S CE E This ,s to .certify that this p P Y oda. Cope Canaveral, a p WAY I 4 ...and: ,s shown on the Sketch of Survey. TAT ROAD AlAIA A 1Ot3.O0 FOOT :RIGHT ), Inaccordance with "Minimum � 6. Is the. same. as tem. Y OF WAY LINE OF"STATE £ R. ( which �t ,s based were made (�) OF 236.73 FET TO THE Land Title Surveys," . THENCE 5,52 3.7 5t3 W. FOR A DISTANCE � and r detail Requirements for ALTA. ACSM 3. The bearings shown hereon are relative to the West right ry N THENCE CflNT1NUE S.52 38 5Q W., FOR ATA ACSM and HSPS �n 1997, of way kine of State Road A -1-A, according to the deed call 7. Can Yat - be shown on Sketch of Su ey POINT QF BI=GIN JNG, o,ntl established and adopted by L DISTANCE F 260,00 'FEET; THENCE, N.37'21' 10"W., FOR A y , ,� DIS E � ,, , ii) ursuant to the Accuracy Standards (as adopted by ALTA N.37 21 10 W., and may not be a True North Azimuth. P Y h f Survey. DISTANCE OF 98:00 FEET• 'THENCE S,52'3$'50"W., FOR. A n in effect on the date of this certification) of 8. Can not be shown on Sketc o Su y , , , ,, and ACSM and DISTANCE OF 285.60 PEET; THENCE N.37 21 10 W., FOR A r improvements were located b a Suburban Survey. 4. No underground utilities o p Y 9. Can not be shown can Sketch of Serve . DISTANCE OF 535,00 FEET; TMENC1z 1,52 38 50 E., FORA this survey. y 4 DISTANCE OF 7$2.33 FEET TO A POINT ON THE AFOREMENTIONED WEST - „ �, " F TATE R AD AIA THENCE 5.37 21 10 €., RIGHT OF WAY LINE 0 S t3 10. Shown on Sketch of Serve � - I further certify that the survey shown hereon is true and correct < 5. This site lies within F.LR.M. Zone X , according to Y Y , CommunityPanel No. 125092-0313 E, dated April 3, 1989. ALONG SAID WEST` RIGHT OF WAY LINE FOR A DISTANCE, OF 424,00 based an actual measurements taken ,n the field. This survey meets P . � ' fl'`W. FOR A DISTANCE OF 196.73 FEET .. n s set forth b the Florida Board. of ,:� 1 1. These easements `fall outside the boundaries. surveyed. FEET, THENCE S 52 ,38 5 Minimum Technical Standards a Y Y T• THENCE 1 17-6 Flo ida . THENCE $37'21'10"E., FOR: A DISTANCE OF 109,$7 FEET; Professional Land Surveyors ,n Chapter 6 G , Elevations are based on N.G.V. Datum of 1929 relative to 6. Eley - . `' o Section 472.027 Florida Statutes. PROJECT, - _ ; . N.89 27 2'0W., FOR . A DISTANCE OF 50,6' FEET; THENCEAdministrative Code, pursuant t , Benchmark No. N205, Elevation - 9.163. 12. Can not bei shown on Sketch of Survey, S.3T21'10"E,, FOR A, DISTANCE OF 130.28 FEET TO LTH£ POINT �-� 2 13. Can not bei shown on Sketch of Survey. OF BEGINNING, SAID PARCEL CONTAINING 9.679 ACRES MORE OR UNLESS IT BEARS THE SIGNATURE r LESS. �� AND ORIGINAL RAISED SEAT. OF :orad dwps 9 �t w, wp A FLORIDA LICENSED SURVEYOR 14. Can not be shown on: Sketch of SurYe , Y AND MAPPER THIS DRAWING, ---- ,thn R. om _ SKETCH,PLAT OR .MAP IS FOR o bell p i 3 1 wn n: Sketch af-.Servs . INFORMATIONAL PURPOSES ONLY . Profet o at S e or No 15. Can not be shQ o t Y T VA I AND IS: NO L I F , , ... . 0 .. � _ a .' • METAL ROOFING TO MA' EXISTING HOTEL 5/8" GDX PLYWOOD 30# FELT--, 4' x 4" ALUM. DOWN5POUT BOND BEAM 106'- O" 3/4" PORTLAND GEMENT PLASTER (FLOAT FIN) w/ 5YNTHETIG FINISH STUCCO BAND 1041_ O" 2"x 12"H CONTIN10U5 STUCCO BAND #5 X 36" REIN AT 24" O.G OR AS 5HOWN ON PLAN EPDXY DOWELED 8" INTO EXISTING SLAWFOOTIN6 SPLASH BLOCK FIN. GRADE FIN. FLOOR loo'- O" EXISTING 16"D X 20'W THICKENED EDGE FTG. I --= I!2I II`K7 II �---EXISTING P -TRAP DRAINPIPE FLOOR DRAIN DETAIL EXISi"INCx CONDITIONS 3/411 _ 11-011 5/81" GDX PLYWOOD NAILED TO 11;d,155E5 WITH IOd COMMON NAILS AT 6" O.G. PERIMETER AND IOd GOIMMON NAILS AT 6' OCG. FIELD I `— PRE -ENG WD. TRI155E5 0 24 m O.G. SEMICO' # TAPIB STRAP GL I P' ® EACH TRU55 (5EE ROOF FRAMING PLAN) I DOUBLE COURSE 5' G.M.U. LINTEL BLOCK W/2 #-T CONT. REIN. &ROUTED 50LID 8" G:.MA LINTEL BLOCK W/# -r CONT. REIN. GRCVTED SOLID #5 VERT. REIN. IN CONC. FILLED CELL 0 24" O.G. OR AS SHOWN ON PLAN 1 8" CMU. W/ HORIZ REINF. 0 16" O.G. VERT. #5 ® 12" O.G. EW 2 ROWS EXIST. 8' SLAB I _ ► a'. e . .. \v\iii \\ : • • `fl •.:. (2) #540TZ M,TYFICAL WALL 5ECTION 2" ALUM. FRAME rL HDR. HT. 101-011 _ 1/4" TINTED El TEMPERED N GLA55 VI A - NU -AIR clOO SERIES 2" X 5 314"X 16 &A. HOLL. MT1_. FRAME, PAINTED 3'-4' 2111-1 31-0" 2" A DOOR/FRAME/WINDOW TYPE5 T-2 UPLIFT = 4207E (1) TAP 18 - 5E111IQG0 I 40 REQUIRED PRE-ENGINEERED HOOD TRU55E5 AT 24" O.G. 1 12 4" ALUM. DRIP 5 5" x 5' ALUM. GUTTER 2" x 6" 5UB- FASGIA TOP / BEAM s V. s seaeasas�s�sa*�— Il�haa�a�ia�ss�a�a : HOOD 61RDER TRU55 a 112'- On - - -------- \11-------;,/-------- 2" x 12 FASCIA - - ----------\.X 1---------- - w/.032 ALUM. CLADDING 3" PVG VENT I" X 3" FURRING - SYNTHETIC PLASTER FINISH -- ON 1/2" VVROCK' 4' x 4" ALUM. DOWN5POUT BOND BEAM 106'- O" 3/4" PORTLAND GEMENT PLASTER (FLOAT FIN) w/ 5YNTHETIG FINISH STUCCO BAND 1041_ O" 2"x 12"H CONTIN10U5 STUCCO BAND #5 X 36" REIN AT 24" O.G OR AS 5HOWN ON PLAN EPDXY DOWELED 8" INTO EXISTING SLAWFOOTIN6 SPLASH BLOCK FIN. GRADE FIN. FLOOR loo'- O" EXISTING 16"D X 20'W THICKENED EDGE FTG. I --= I!2I II`K7 II �---EXISTING P -TRAP DRAINPIPE FLOOR DRAIN DETAIL EXISi"INCx CONDITIONS 3/411 _ 11-011 5/81" GDX PLYWOOD NAILED TO 11;d,155E5 WITH IOd COMMON NAILS AT 6" O.G. PERIMETER AND IOd GOIMMON NAILS AT 6' OCG. FIELD I `— PRE -ENG WD. TRI155E5 0 24 m O.G. SEMICO' # TAPIB STRAP GL I P' ® EACH TRU55 (5EE ROOF FRAMING PLAN) I DOUBLE COURSE 5' G.M.U. LINTEL BLOCK W/2 #-T CONT. REIN. &ROUTED 50LID 8" G:.MA LINTEL BLOCK W/# -r CONT. REIN. GRCVTED SOLID #5 VERT. REIN. IN CONC. FILLED CELL 0 24" O.G. OR AS SHOWN ON PLAN 1 8" CMU. W/ HORIZ REINF. 0 16" O.G. VERT. #5 ® 12" O.G. EW 2 ROWS EXIST. 8' SLAB I _ ► a'. e . .. \v\iii \\ : • • `fl •.:. (2) #540TZ M,TYFICAL WALL 5ECTION 2" ALUM. FRAME rL HDR. HT. 101-011 _ 1/4" TINTED El TEMPERED N GLA55 VI A - NU -AIR clOO SERIES 2" X 5 314"X 16 &A. HOLL. MT1_. FRAME, PAINTED 3'-4' 2111-1 31-0" 2" A DOOR/FRAME/WINDOW TYPE5 T-2 UPLIFT = 4207E (1) TAP 18 - 5E111IQG0 I 40 REQUIRED PRE-ENGINEERED HOOD TRU55E5 AT 24" O.G. 1 I 1 1 ' ' : 1 1 1 1 1 1 1 1 1 s V. s seaeasas�s�sa*�— Il�haa�a�ia�ss�a�a : HOOD 61RDER TRU55 a - - -------- \11-------;,/-------- - - - ----------\.X 1---------- - - - ---------------- - -- a HOOP 61RDER TRU55 e "a�emas: �asq�s�.{s��eass�a�"�e�e�s s I I - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I PRE-ENGINEERED WOOD 11 TRU55E5 AT 24' O.G. rXk2v`;`;� ROOF FRAM ING F—L -A N' STANDING 5EAM METAL ROOF TO MATCH EXI5TING HOTEL ROOF 51 12 12 15 112'-0" TRUSS 13WO. GJ �. 100'-O'1 FIN. FLR: N#Nkm, RAWN1111 "001 5 I1T-1 UPLIFT = 108011 (1) TAP 18 - 5EMGO 2 REQUIRED �V O UjQ W 1 � 1R OTA UPLIFT = 2100 (2) TAP 18 - 5EMG0 4 REQUIRED 0 HAIRDWY41RE SCH. DOOR 6YM50L SET Z. - 1 1/2 PAIR 4 1/2 x 4 1/2 MORTISE DOOR No. BUTTS 10 1 3/4' x 18 &A. FLUSH - I EA. LEVER LOCK SET I HOLLOW METAL, PTD. -I EA CLOSER 1/811 = III—al PROVIDE PRECAST GONG. LINTEL5 OVER OVERHEAD POORWI 117 6ROUTED SOLID (TYP. OF 2) 5TANDING 5EAM METAL ROOF TO MATCH EXISTING HOTEL ROOF FIN. FLR: NORTH ELEVATION 1/8" = 11-011 /W = I 1--. /111 -IEA. THRESHOLD DOOR TYPE HDW. SET - 18 LF WEATHER5TRIPPING FRAME TYPE HARDWARE NOTES: WALL LEGEND 1. ALL HARDWARE FINISHES TO BE 626 LEPER TYPE 8" CMU W/I #5 GONG. FILLED VERT. 2. ALL HARDWARE COMPONENTS MANUF. CELL 0 24" O.G. ✓f AT WINDAPOORS BY THE FOLLOWING: VNLE55 NO ",5P OTHERWI5E A. CLOSER - LGN B. LOGKSTS - SGHLAGE G. EIM5 - HAGER E.TP5 BUIL IND,4,4 WALL S O - PEMKo F. FLAT GOODS - IVEY5 BUILDING ". - A: q00 50. FT. NUMBER OF STORIES: I OGGUPANc, `: " GROUP: 5- STORAGE GON5TRUC ION TYPE: TYPE V PRO-ECTEDN45PRINKLED NOTE, POKER TO DUMP5TER TO BE PROVIDED FROM EXI5TING CONVENTION GENTER OVERHANG ABOVE- PANEL 'A' 2ND FL; 5. ELEG. 90=0' ROOM; GIRCUIT5 #Iq, 21, 23 208V 30 DUMP5TER r — — — — — — — — — — PUMP 20A. CIRCUIT #-I FOR GPI Pffl-EX I T5 I LIGHTS 20A 4"SQ. DOWNSPOUT (D.5) OWLET D.S. D5. ..1.? 1001-0 (TYP) EXI5TI46 Ib"D X O" MONOLITHIC FOO 6 VO 115m GONT. I m C& I 'ati �141,23 2X4 WWACE / rixwm40W I l 4 I t 5.G.1 0 1 ® I I ZI - A) "dJ1 15 G FLAIN II I ISO IAZ-:.I....t II In m EXI5TIN6 8" GONG. Qj I :154' REIN® 12" O.G. A. Y I"(1) PVC, I I 6iR L VAPOR N BBARR ER I 3/44"1p PVC. I 12.5. �� — - 1 12'I� X 10H OVERHEAD DO R12W X 10'H OVERHEAD DOOR5. — — — — — — — — —_ — — - — — — — J _ 12,.0• m Sit. BOLLARD EE DETAIL, TYP. OF 4 FLOOR LAN \ 112'-O" TRUSS BR'O. FIN. F=LK. 5TANDIN6 SEAM V ROOF TO MATCH 1 ' 146 HOTEL ROOF 12 i� 5 MAI LICENSE No: AA -0002419 EB -0006274 Architects C1 Y C 01 Engineers 152 N. Harbor City Blvd. qw AV Melbourne, Florida DO MmT -R&EMOVE: 321) 757-3034 phone 5OUTH ELEVATION 321) 757-3088 fax 112'-0" TRUSS BR1C. jk 1001-011 FIN. FDR! I/8" = 1'-0" SCALE A5 SHOWN DRAWN WAA CHECKED GFA APPROVED DTM 'I DATE 5/16/00 5TANDING 5EAM f 11 &12 11146 PROD. N0. Ig42.lQ TITLE - _-- oo -ooa99 PL,�NS, ELE 4 DETAILS City of Cape Canaveral ' �T UGGO FINISH El 11AZLED r. t PE I'r two - REVI! Rev!, c this pian doer rite violation f - any 10 1, F to or tedimV antes or sta I u es. 46 Cil EA5T ELEVATION '011 OF 28�� � � S�bt��- �� U • _' � � �� � 11clOSU�L..1a421gB51:4,40 3 PHASE 500A MAIN 20&V PANEL INVENTION CENTER 3 #8 I #10 3 #10 1 #12 GARBAGE COMPACTOR FUSED 015CONNECT DISCONNECT NEMA 3R L16HT5 d FUSED OUTLETS 201n3V 20 I" PVC GKT Iq, 21, 23 34) 3/4" PVC GKT 7, q 10 ELECTRICAL RISER 1000.00 GENERAL NOTES: 4000.00 GENERAL NOTES: MASONRY 5100.00 GENERAL NOTES: STRUCTURAL STEEL 6000.00 GENERAL NOTES: WOOD 6110.00 GENERAL NOTE5: WOOD TRU55E5 CONTINUED TRU55 GIRDERS' OI. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND 01. DESIGD WORKMANSHIP N, MATERIAL AN 05. ALL WELDING SHALL BE DONE BY QUALI- OI. ALL WOOD FRAMING INGLUDING TRUSSES OI. THE WOOD TRUSSES SHALL BE 51ZED AND SPECIFICATIONS. SHALL BE IN ACCORDANCE WITH BUILDING FIED WELDERS AND SHALL CONFORM TO "CODE SHALL BE DE516NED, DETAILED, AND DETAILED TO FIT THE DIMENSIONS AND 02. T14E CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS FOR MASONRY NTS FOR THE AW5 FOR ARG AND 6A5 WELD- FABRICATED IN ACCORDANCE WITH THE LOADS INDICATED. ALL DE516N5 SHALL DIMENSIONS, CONNECTIONS AND ANCHOR STRUCTURES AGI 5-a6.YINC TO BUILDING CON5TRUCTION", LATEST EDITION. PROCEDURES AND REQUIREMENTS OUT- LINED IN THE LATEST EDITION OF BE IN ACCORDANCE WITH ALLOWABLE B BOLT LOCATIONS FROM EQUIPMENT MANU- 02. MORTAR AND GROUT SHALL BE IN AGGOR- DANCEIWI DANCE WITH ASTM G476, STANDARD 06. ALL CONNECTIONS SHALL BE 51MPLE "NATIONAL DESIGN SPEGIFIGATION5 FOR VALUES AND 5EGTION PROPERTIES A551 -NEP AND APPROVED BY THE APPLIG- FACTURER'S CERTIFIED DRAWINGS AND STEEL FABRICATORS ANCHOR BOLT TIONS FOR MORTAR AND GROUT SPECIFFOR SHEAR CONNECTIONS WITH BOLTS IN WOOD CONSTRUCTION". ABLE BUILDING CODES. 5ETTIN6 PLANS, WHICH HAVE BEEN REINFORCED MASONRY. BEARING. THE MINIMUM DESIGN LOAD 02. FOR LIGHT FRAMING (LESS THAN 6" TRUSS MANUFACTURER SHALL PROVIDE APPROVED BY THE DESIGNER. 03. CONCRETE MASONRY UNITS SHALL BE FOR CONNECTIONS SHALL BE THE MAXI- WIDE) PROVIDE STANDARD GRADE LUM- AND 50BMIT TO THE OWNER TO BE RE - 03. 03. THE CONTRACTOR SHALL WORK STRUGTU- N, TYPE I, IN ACCORDANCE WITH Fq WEB SHEAR V = 0.4 FyTwD, WHERE F 36 KSI D -DEPTH OFBEAM,AND y - - 03. BER, ANY SPECIES. FOR STRUCTURAL LUMBER (6" WIDER AND VIEWED BY THE ENGINEER OF RECORD - RAL DRAWING5 TOGETHER WITH ARGHI- ASTM G90, STANDARD 5PEGIFIGATION5 HOLLOW LOAD-BEARING CONCRETE Tw =WEB THICKNESS. FROM 2" To 4" THICK), PROVIDE THE ENGINEERED DRAWINGS WITH COMPLETE CALCULATIONS, 516NED AND SEALED BY TECTFOR CIVIL AL, MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS TO LOCATE DEPRESSED MA50NRY UNITS. 07. ALL CONNECTIONS SHALL HAVE ENLARGED FOLLCHIN6 GRADE AND SPECIES, A LICENSED PROFESSIONAL STRUCTURAL SLABS, SLOPES, DRAINS, REOLET5, BOLT O4. -� MINIMUM COMPRESSIVE 5TRENOTH OF OR SLOTTED HOLES TO PROVIDE END SOUTHERN PINE SURFACES DRY USED AT ENGINEER IN THE STATE OF FLORIDA. SETTINGS, GRADES, ETC., ANY DI5GRE- MASONRY UNITS AT 2a DAYS SHALL BE ROTATION AS PER THE REQUIREMENTS OF THE A15G SPECIFICATIONS, SECTION 1985 MAX. M.G. NO. 2: Fb = 1200 P51 (1400 PSI REPETITIVE) 02. BRID61N6 PERPENDICULAR TO THE SPAN PANGIE5 SHALL BE GALLED TO THE ATTENTION OF THE DESIGNER BEFORE 2000 P51 ON THE NET 5EGTION. (MORTAR BED AREA WITH TYPE M OR 5 1.15.4 AND THE LATEST SUPPLEMENTS Ft = 6 P51 OF TRUSSES SHALL BE PROVIDED AS REQUIRED BY TRUSS MANUFACTURER. PROCEEDING WITH THE WORK. MORTAR. ( F'M = 1350 PSI ). AND SHALL AL50 REFLECT THE LOAD ECCENTRICITY IN THE DESIGN OF THE FV = q0 P51 O Fc = I000 (PARALLEL TO GRAIN) 03. TRU55 FABRICATOR SHALL SUPPLY ALL 04. DE516N WIND LOAD: REFERENCE - 05• ALL VERTICAL REINFORGIN6 STEEL BARS CONNECTION. Fc = 565 (PERPENDICULAR TO GRAIW HAN6ER5 AND GLIP3 REQUIRED TO CONNECT SOUTHERN STANDARD BUILDING CODE, IN GMU WALLS OR COLUMNS SHALL BE 08. NO CONNECTION SHALL CONSIST OF LESS E = 1,600p00 P51 TRU55 MEMBERS TO TRU55 GIRDERS AND 1497 EDITION. ANCHORED IN TH CONCRETE THICKENED THAN 2-3/4" DIAMETER (A325) BOLTS OR ALL LATERAL BRACES REQUIRED FOR A. BASIC WIND LOAD 110 MPH. SLAB OR FOUNDATION WITH DOWELS. WELDS DEVELOPING A MINIMUM OF 10,000 04. PROVIDE TEMPORARY AND PERMANENT GRAVITY LOADING. B. BA51G WIND LOAD DOWELS SHALL LAP WITH VERTICAL BARS LB5. UNLE55 INDICATED ON THE BRACING FOR FRAMING, INCLUDING TRUSSES, 04. DE51ON LOADING: PRESSURE O - 15 FT. 25 P5F. A MINIMUM OF 36 BAR DIAMETERS. DRAWINGS. TO HOLD IT SECURELY IN POSITION AT ALL TIMES. ROOF : DEAD LOAF' 15-20 FT. 28 P5F. Ob. ALL CHU REINFORCING STEEL BARS SHALL Oq• ALL FILLET WELDS SHALL BE A MINIMUM 05• PROVIDE DOUBLE MEMBERS AROUND OPENIN65 TOP CHORD = 30 P5F BE CONTINUOUS WITH LAP 5PLIGE5 OF AT UNLESS NOTED OTHERWISE, BUT MORE THAN 16" WIDE. BOTTOM GI:ORD = 5 P5F G. SHAPE FACTORS IN ACCORDANCE 07. LEAST 36 BAR DIAMETERS. ALL OPENIN65 IN CMU WALL5 SHALL BE NO LE NOT LESS THAN THE AISG MINIMUM. O6. PROVIDE GALVANIZED METAL HANGERS AND FRAMIING ANCHORS OF THE 51ZE AND TYPE LIVE LOAD WITH REFERENCE CODE. REINFORCED WITH AT LEAST 1 #5 BAR ON 10. THE FABRICATOR SHALL FURNISH RECOMMENDED BY THE MANUFACTURER FOR TOP CHORD = 20 P5F 05. SUPERIMPOSED GRAVITY LOADS: EACH SIDE, TOP AND BOTTOM, EACH BAR OTHECHECKED SHOP AND ERECTION DR FOR TO THE (GENERAL CONTRACTOR) FOR REVIEW EACH USE INGLUDIN6 RECOMMENDED BOTTOM CI40RD = O PSF DEAD LIVE AREA LOAD LOAD SHALL EXTEND 24" PAST THE EDGE OF THE OPENING. THESE BAR5 5HALL BE PRIOR TO FABRICATING AND STRUCTURAL 07. NAILS. ALL FLUSH FRAMED CONNECTIONS SHALL BE WIND LOADS (ALL DIREG- ROOF 35 P5F F BENT AND EXTENDED To OBTAIN THIS STEEL. MADE U51NG METAL STRAP FA5TEPER5 AS TION5) 5BG , 1q�a7 EDITION ANCHORAGE WHERE 5TRAI6HT EXTENSIONS 11. SIZES OF STRUCTURAL STEEL CANNOT BE MANUFAGTURED BY 5IMP50N 5TRON6-TIE CO., INC., O6. FOUNDATIONS AND SLABS ON GRADE TO BE ON 501 FOUNDED ON SOIL WITH A MINIMUM SAFE ARE NOT POSSIBLE. VARIED FROM TH05E SHOWN ON THE OR APPROVED EQUAL. CONTRACTOR TO NOTE 05. NO 5TRE55 INGREA''.;r 514ALL BE PERMITTED BEARING TY OF 2000 PSE. 08. ALL CELLS, ADJACENT TO DOOR5, DRAWINGS WITHOUT PERMISSION FROM THE THAT SPECIAL CONDITIONS MAY REQUIRE A LONG FOR 51TORT TERM LOQ ING 07. IT 15 THE RESPONSIBILITY OF THE WINDOWS, OPENINGS, CORNERS, END OF ARGHITEOVENGINEER. DELAY IN THE DELIVERY OF THE PRODUCT 06. FOR STANDARD BUILDING CODE ON GENERAL CONTRACTOR TO PROVIDE WALL5 OR UNDER CONCENTRATED LOADS, 12. GUTS, HOLES AND THEIR REINFORCEMENT FROM THE MANUFACTURER. 110 mph WIND, .86 FT. MEAN HEIGHT 19 UNIFORM 2 P5F BEARING CAPACITY C CONTAIN VERTICAL REINFORCING AND (REQUIRED BY OTHER TRADES) SHALL BE 08. B ALL OLT5 U5EP FOR WOOD CONSTRUCTION UNDER ALL FOUNDATIONS AND 5LA135. SHALL BE FILLED WITH 3000 P51 SHOWN ON THE STRUCTURAL STEEL SHOP 514ALL BE A MINIMUM OF 1/2" DIAMETER CONCRETE. DRAWINGS AND SHALL BE MADE IN THE (A51 -M A307). TT 15 DRAWING CONFORMS TO THE MINIMUM O9. PROVIDE A MINIMUM OF 3 FILLED CELLS SHOP. FIELD BURNING OF HOLES AND Oq. PROVIDE ALL FRAMING HARDWARE AS REQUIRED REQUIREMENTS OF 114E: UNDER ALL WF BEAM SEATS AND GONGRETE GUT -5 IN STRUCTURAL STEEL SHALL NOT TO PROPERLY COMPLETE FRAMING. AS AN EXAMPLE: • STANDARD BUILDING CODE, BEAM SEATS UNLESS NOTED OTHERWISE. BE PERMITTED EXCEPT BY WRITTEN a. 3/4" DIAM. BOLTS w/ WASHERS ®12" O.G. 1917 EDITION, CHAPTER 1606 10. ALL CMU ELEMENTS SHALL BE ADEQUATELY PERM155ION FROM THE ARCHITECT/ IFOR LEDGERS. 3000.00 GENERAL NOTES: CONCRETE BRACED TO PROVIDE STABILITY UNTIL THE ENTIRE STRUCTURE 15 COMPLETE AND 13. ENGINEER. ALL STRUCTURAL STEEL SHALL BE PRIME b.!5/&' DIAM. ANCHORS w/ 2'-2" EMBEDMENT ®2 O.G. FOR SILL PLATES. ® STANDARD FOR HURRICANE 01. ALL CONCRETE 3000 P51 ® 2b DAYS TO PREVENT DAMAGE DURING CONSTRUC- PAINTED WITH A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. 10. PROVIDE FRAMING MEMBERS OF SIZES AND RE515TANT RESIDENTIAL GON5TRUGTION, I19-1 t 4" - 5" SLUMP TION ESPECIALLY DUE TO BACKFILLING AND 501E COMPACTION OPERATIONS. 14. AFTER ERECTION, ALL STEEL SHALL BE ON 5PAGIN65 SHOWN, OR IF NOT SHOWN, COMPLY WITH RECOMMENDATION OF EDITION, 55TVIO - q7. 02. ALL REINFORCING STEEL_ SHALL BE DE- 11. ALL VERTICAL REINFORCING SHALL BE GLEANED OF ALL RUST, LOOSE MILL MANUAL FOR HOUSE FRAMING" OF • ORDINANCE N0. 88-14 , FORMED BARS CONFORMING TO A5TM A- CONTINUOUS THROUGH ALL WALL BEAMS SCALE AND OTHER FOREIGN MATERIAL AND NATIONAL FORESTS PRODUCTS ASSOGIA- AN ORDINANCE AMENDING CH. 6, 615 6RADE 60 (Fy=60 K51). BARS ARE AND SHALL BE ANCHORED IN BEAMS AT 5CUFF5 AND ABRASIONS SHALL BE FIELD TION. !DO NOT SPLICE STRUCTURAL CODE OF BREVARD COUNTY. TO BE FREE OF RUST, MILL 5CALE, THE TOP OF WALLS. TSH-'• MEMBERS BETWEEN SUPPORTS. THESE DESIGN PLANS AND SPECIFICATIONS PAINT, OR OTHER GOATING5 THAT WILL 12. CONTINUOUS BOND BEAMS 6" x 16" DEEP 15. TE5TIN6 OF WELDS AND BOLTS SHALL BE 11. ALL LUMBER TO 13E LEFT EXP05ED OR IN ARE IN COMPLIANCE WITH THE STANDARDS 03. REDUCE BOND.AS ALL WELDED WIRE FABRIG SHALL BE A5TM WITH TWO #5 REBAR TOP AND TWO #5 FOLLOWS: - CHECK 100% OF ALL STRUCTURAL CONTACT WITH GEMENTITIOUS MATERIAL SHALL ESTABLISHED IN SECTION I613-33.007, A165. 3000 P51 CONCRETE SHALL BE PROVIDED STEEL, JOISTS, AND METAL DECK BE PRESSURE PRESERVATIVE TREATED (PT). FLORIDA ADMINISTRATIVE CODE. 04. ALL CONCRETE REINFORCEMENT SHALL BE AT THE TOP OF ALL WALLS AND UNDER ALL FLOOR OR ROOF ELEMENTS. AND THEIR CONNECTIONS BY VISUAL 12. FASTENERS FOR ALL TREATED LUMBER SHALL BE 140T DIIPPED 6ALVANIZED OR STAINLE55 STEEL. TT1E MAIN WIND -FORGE RE515TIN6 5Y5TEM DETAILED, FABRICATED, LABELED, 13. ALL SHALL BE #5 INSPECTION AND REVIEW OF TEST 13. ANCHOR AND NAILING AS SHOWN, AND TO HAS BEEN DESIGNED IN ACCORDANCE WITH SUPPORTED AND SPACED IN FORMS 5EG- BAR AT �� AT 45"L r,. ( MAXIMUM O.G. (MAXIMUM SPACING) {N REPORTS OF THE FABRICATOR'S COMPLY WITH "RECOMMENDED NAILING SECTION b, AMERICAN NATIONAL STANDARDS/ URED IN PLACE IN ACCORDANCE WITH THE RI ALL INTERIOR AND EXTERIOR WALLS QUALITY CONTROL TESTS. SGHED�ULE OF MANUAL FOR HOUSE AMERICAN 50CIETY OF CIVIL ENGINEERIN6 7-88 PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE UNLESS NOTED OTHERWISE ON DRAWINGS - CHECK ALL BOLTS IN 10% OF ALL(JULY CONNECTIONS BY THE TURN -OF -NUT NG" AND OTHER RECOMMENDATIONS 1910) "MINIMUM DE516N LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO BUILDING CODE REQUIREMENTS FOR AN5 SHALL BE INSTALLED A5 FOLLOWS: METHODS, OF . OF THE NEPA TH WITHSTAND THE WIND LOADS ASSOCIATED WITH REINFORCED CONCRETE STRUCTURE5", AGI PROVIDE GLEAN -OUT SPACE AT BOTTOM OF - FILLET WELDS FOR BEAM AND GIRDER 14. "MICRO -LAM" BEAMS SHALL BE MANUFACTURED A MINIMUM BASIC WIND SPEED OF 110 MILES 315 LATEST EDITION. CELL TO BE REINFORCED AND FILLED (AT SHEAR CONNECTION PLATES SHALL BY "TRUS J0I5T CORPORATION" "MICRO PER HOUR. 05. ALL BAR SPLICES AND DOWELS SHALL LAP A5 PER REQUIREMENTS OF AGI 318-83. LOCATION OF REINFORGIN6 STEEL DOWEL IN FOUNDATIONS OF PREVIOUS CONCRETE BE CHECKED BY THE MAONETIG PARTICLE -LAM" ALLOWABLE 5TRE55E5: " Fb = 2,125 psi (FOR 12 depth) TI -JE COMPONENTS AND GLADDIN6 HAVE BEEN O6. CAST IN PLACE TIE BEAMS OVER WALL PLACEMENT ). METHOD FOR 10% OF THE CONNECTIONS Fv = 285 psi SELECTED AND THEIR USE INCORPORATED INTO OPENINGS SHALL HAVE CONTINUOUS COMPLETELY GLEAN OUT AND FLUSH CELL AT RANDOM. FG = 750 p51 THE DE51ON AND 5PE:aIFiGATION5 IN ACCORDANCE BOTTOM BARS EXTENDING 36 BAR DIA- TO BE FILLED. THE CONTRACTOR SHALL EMPLOY AN Fcl = 3p35 sl p WITH SECTION 6, AMI -71GAN NATIONAL STANDARDS/ METERS PAST THE EDGE OF THE OPENING INSTALL VERTICAL STEEL AND TIE TO INDEPENDENT TESTING AND INSPECTION E = 2p00,000 sl p AMERICAN SOCIETY - CIVIL ENGINEERING 7-88 "MINIwiI ON EACH SIDE. REBAR SHALL BE ONE DOWEL AT BOTTOM AND TIE IN PLACE AT A6ENGY FOR PERFORMING ALL SHOP CONTRACTOR SHALL INSPECT "MIc:RO-LAM" (JULY 1990) . jr=516N LOADS FOR 51ZE LARGER THAN SHOWN IN TYPICAL TOP. AND FIELD INSPECTION AND TESTING. PRODUCTSBUILDING5 UPON ARRIVAL AT J08 SITE AND AND OTT;IOEl STRUCTURES" TO WITHSTAND TAE BEAM SECTION. TOP BARS OVER CLOSE GLEAN -OUT OPENING, AND FILL THE STRUCTURAL STEEL. FAB MRICATOR REJECT MATERIAL WHICH i5 WARPED, WET THE WIND LOADS A :;'OCIATED WITH A MINIMUM WALL OPENING SHALL BE SPLICED (IF WITH 3000 Psi CONCRETE. AND ERECTOR SHALL SGHEDUE ALL OR OTfHERWISE DEFECTIVE. BASIC WIND SPEED $ 7 110 MILES PER HOUR. NECESSARY) AT MID -SPAN OF OPENING. 14. ALL WALLS SHALL BE REINFORCED HORI- ZONTALLY WITH q 6A TOE TRU55 OR LADDER WORK TO ALLOW THE ABOVE TESTING REQUIREMENTS TO BE COMPLETED. 15. "MICRO -LAM" BEAMS SHALL BE FASTENED 07. LAP BARS 36 BAR DIAMETERS. ALL WELDED WIRE FABRIC SHALL BE TYPE JOINT REINFORCING AT 16 INCHES Ib. STRUCTURAL STEEL FRAMES SHALL BE DE516NED TOGETHER AS FOLLOWS: cl I/2" AND II FOLLOWS: MEMBERS - 2 ROWS OF LAPPED TWO (2) FULL MESH PANEL5 AT O.G. ( EVERY OTHER COURSE ). TO PROVIDE A MINIMUM LATERAL DEFLECTION OF Ibd NAILS ®12" O.G. STAGGERED SIDES AND ENDS AND BE WIRED 15. ALL WALL OPENINGS LESS THAN 5 FEET SO" FROM BOTTOM TO TOP OF COLUMN UNDER TOP AND BOTTOM. TOC -ETHER. WIDE SHALL HAVE AN 8 INCH PRECAST RILL DE516N WIND LOAD. 14", {6" AND 18" MEMBERS - 3 ROWS OF ERS 08. CONCRETE SLABS SHALL BE FINISHED CONCRETE LINTEL REINFORCED WITH 2- 17. ROOF MEMBERS SHALL BE DE516NED TO Ibd NAILS 12" O.G. STAGGERED LEVEL AND TRUE TO THE ELEVATIONS AS #5. THE LINTEL SHALL HAVE A MINIMUM MEET THE MINIMUM UPLIFT REQUIREMENTS TOP AND BOTTOM. GIVEN. BEARING LENGTH OF a INCHES ON EACH SET FORTH IN THE 55BC, Iqql EDITION Ocl. CALCIUM CHLORIDE SHALL NOT BE USED 51DE OF THE OPENING. I6. AL HEADERSA ALL HEADERS A AND WOOD BEAMS ARE TO BEAR IN ANY FORM. 16. LINTEL SIZE FOR WALL OPENINGS A (2) 2x MEMBERS. GREATER THAN 5 FEET, 8" x 16" DEEP IT ALL WALL 5TUD5 MUST RUN CONTINUOUS FROM 10. MINIMUM CONCRETE PROTECTION FOR FORMED AND PLACED 3000 P51 CONCRETE FLOOR TO UNDERSIDE OF TRU55. 5PLICIN6 WOOD REINFORCING BARS: REINFORCED WITH TWO #5 REBAR TOP AND STUDS, NOT ALLOWED. STRUCTURAL PART MINIMUM CLEAR TWO #5 REBAR BOTTOM, CONTINUOUS, 0. OR STUDS _ COVER TIED WITH #3 CLOSED STIRRUPS AT 8" ANC NAILED IN ACCORDANCE WITH THE "NATIONAL ON CENTER. DESIGN SPECIFICATION FOR WOOD CON5TRUGTIONN FOOTINGS, (CONCRETE 17. 3,000 P51 CONCRETE G(PUMP MIX) SECTION 15.3.3.ROUT CAST A6AIN5T AND PER- MAY BE USED TO FILL CELLS AND SHALL Iq. PROVIDE STUD FRAMING THROUGHOUT UN- EXPOSED TO BE PROPORTIONED To HAVE A SLUMP OF ESS OTHE15E N. WOOD' EMAANENTLY 3 INCHES 6 - & INCHES. STUDS P GED O.G. WITH 4"" SLABS (IN CONTACT FACE PERPENDICULAR TO DIRECTION OF WITH EARTH) 2 INCHES WALL OR PARTITION. PROVIDE 5iNGL.E PEDESTALS (TO TIES) 2 INCHES BOTTOM PLATE AND DOUBLE TOP PLATE 2" BEAMS (TO STIRRUPS) 1-1/2 INCHES 5100.00 GENERAL NOTES: 5TRUGTURAL STEEL THICK BY WIDTH OF 5TUD5: EXCEPT II. UNLE55 OTHERWISE PERMITTED OR 5PEG- SINGLE TOP PLATE MAY BE USED FOR IFIED, THE CONCRETE SHALL BE NON -LOAD BEARIN6 PARTITIONS. NAIL PROPORTIONED AND PRODUCED TO HAVE A OI. ALL STRUCTURAL STEEL SHALL HAVE THE ANCHOR PLA1E5 TO SUPPORTING GON- SLUMP OF 4 INCHES OR LESS IF CON- FOLLOWING MINIMUM YIELD STRENGTHS, 5TR1)GTION. SOLIDATION 15 TO BE BY METHODS OTHER UNLESS OTHERWISE NOTED ON THE 20. ALL EXTERIOR 5TUD WALLS ARE SHEAR WALLS. THAN VIBRATION. DRAHINGS: 21. CONSTRUCT CORNERS AND INTERSECTIONS WF 5HAPE5 (BEAMS WITH NOT LE55 THAN 3 STUDS. PRO - AND 61RDER5) Fy = 36 KSI VIDE MISCELLANEOUS BLOGKIN6 AND STRUCTURAL STEEL FRAMIIN6 AS SHOWN AND AS REQUIRED FOR Fy 46 SUPPORT OF FAGIN6 MATERIALS, FIX - OTHER SHAPES 36 KSII LURES, SPECIALTY ITEMS AND TRIM. 02. ALL DETAILING, FABRICATION AND 22. PROVIIDE DIAGONAL BRACING IN STUD ERECTION SHALL CONFORM TO AI56 FRAMIIN6 OF EXTERIOR WALLS. BRACE SPECIFICATIONS AND CODES, INGLUDIN6 BOTH WALLS AT EACH EXTERNAL CORNER, THE SECTION ON COMMENTARY, LATEST RILL STORY HEIGHT WITH PLYWOOD EDITION. PANEL5, 4' WIDE PANELS VERTICALLY. 03. ALL BOLTS, NUTS AND WASHERS SHALL 23. SEI5MAG AND HURRICANE STRAP ANCHOR CONFORM TO THE REQUIREMENTS OF ASTM SHALL CONSIST OF 2F51a FLAT STRAP BY A325. "MARINEWARE" WITH (12) IOd NAIL ATTACHED TD 04. ALL WELDING ELECTRODES SHALL BE TP455 AND (12) {Od NAIL ATTACHED TO WALL E77OXX' STUD. ,AT 5TRUGTURAL STEEL TUBF OR COLUMN, USE (6) 0.205" 0 POWER DRIVEN FASTENERS, 51N&LE TRU55 USE I STRAP ANCHOR DOUBLE TRU55 USE 2 STRAP ANCHORS TRIPLE TRUSS USE 3 STRAP ANCHORS 24. ALL STRUCTURAL STEEL MEMBERS SUPPORTING FRAMINC7 ARE TO HAVE TWO CONTINUOUS WOOD NAILER BOLTED a 12" O.G. STAGGERED WITH 1/.'2" 0 ANCHOR BOLTS. 25. SEIMIG AND HURRICANE ANCHOR HIO AND HIO -2 BY "SIMP5ON" SHALL BE ATTACHED TO TRUSS WITH 6--8d x 1 1/2" NAIL AND TO PLATE WITH 6-8d x 1 1/2" NAIL. FLOOR DRAIN ROLL -UP DOOR �� FRAM ROLL -UP 4 PV 240 PT. DOOR SEWER NOTE: V C+w GAP FLOOR DRAIN A UNTIL ENCLOSURE EXIST. 15 COMPLETE AND COVERED. SEWER 5/8• GONG. H 6E ANCHOR VERT. O ib' OG. 5EWER fR(& fR GARJA DOOR JAMB 3" TAP 0 !2" c IX& PT WINDOW SILL HEAD & JAMB SIM. rani' �•,. 3-3' TAPGON O hEAD, 5ILL ! EA<M PUNDOW SIDE ALUM. DRIP PAN SEALANT ITYP 8" G.M.U. BLOCK GROUTED SOLID NEW PAINTED 5TEEL STOP NEW 1-3/, DOOR HEAD HOLLOW MTL. FRAME PAINTED, GROUT 50LID PAINTED HOLLOW METAL FRAME 3" GONG. MA50HRY, 5ROUT GELL SOLID iEALANT TYP. HOLLOW 1 -ITL. FRAh1F PAINTED NEW 1-3/4" DOOR DOOR S11 - u 50LID R PULED RE. OW N 6% U LICENSE No: AA -0002419 EB -0006274 Architects Engineers 152 N. Harbor City Blvd. Melbourne, Florida (321} 757-3034 phone (321) 757-3088 fax SCALE A5 5HOWN DRAWN HAA CHECKED GFA APPROVED DTM DATE : PROD. NO. 1a42.1cl TITLE : STRUCTURAL NOTES/ DETAILS 4 RISERS DRAWING NO. City �e Canaveral PERMIT L F ONSTRUC PERM - tE`NED eview of this plan does not authorize' legal, state r ' dcs. o dnanc 2 OF 2 GADDW6: 1g421g52.DW6 It n FROM EN REMOTE BRA LINE HANGE V TEST VE ACCE.' - 1 X - . U 7x l 9 (,, I� 0 U z O O 4 SYSTEM TEST CONNECTION ON NET—PIPE SYSTEM RISER 1OOTH BORE IRROSION RESISTANT ITLET GIVING FLOW )UIVALENT TO ONE 'RINKLER K -FACTOR �. 1 1 -n A; '7� r4-o�4is � YRO _ _ NEW 3" CROSSMAIN �Yl I 0 X NEW 4"X 3" REDUCING COUPLING O REMOVE EXISTING GROUVED=}ELL INSTALL TEE / i J t. co .i Al, Y Lu \N + L74n � Z W J— { _ 1 t u t G ©' J y �- a zz STEEL TRUSS ' w O , X—� i W� �u 6 1A.. Y % U J / In r } r / ^` _O- t t1°' .''-` .. 11 3 r - f -� E X . 2" ' D R A I N ~ t REMOTE AREA ; 1 - o , , EX.51A MESE l i O ,s REMOTE 3000 SQ. F T. �vl DrtNS1TY ()l GPM PER SQ.F T. NEW CUT IN NO SCALE p LLQ- �' 3 h zy _ ,--_ /'` /n 6„W A TE R FROM CITY t, cr, (Y EXISTING VPLVE RISER ly . ��NO SCALL NEW CUT IN t� MATERIALS Y? I'SrEEL 1RUSS r �W /0 X40, fi—»- + ,, • � SLACK STEEL l N 4 I ` ROUVES. MECHANICAL E . v_ . s _. ..� -.. ROLLED-+ ROUVED FIT"TING31. FITTINGS $ G . WELDED H X46 ANY PIPE THREADED IS SC 14 10 {� I OFFIC copy i X I Vy r I N 0 PERMITTED 'P INN, LE R LINE � 0!�w_ ii11 A- KRALLL CITY 0T CAP6. CA Z i STEEL TRUSS _.. NOTES NJ ��-i �� - Y- CATWALK ,Z'...- x DENOTES CALCULATION POINT \. % j e _ __ { F'UtR 9t.� DGE3 NOT tRMRIZE VIO '"C l OFANy'M+ Ht�jcmA ;c,,kWOTES CENTERLINE OF PIPE BELOW TOP _ — 3” BULKMA I N LM g'T,%i di I. OF STEEL JOISTS O- 0 DENOTES 244 deg. BRASS UPRIGHT QR 1/2" SPRINKLER Ks 5.6 'I 1 Q DENOTES SPRINKLER ON RISER 6" WATER MAIN TO MAIN RISER ACOUST11;AL TILE ON METAL SPL'I E SYSTEM I i —0— DENOTES PIPE RISER OR DROP -- 'DENOTES HANGER LOCATION LAST HANGER CAN BE A MAXIMUM OF 4'-0 FROM END OF LINE CONVENTION CENTER ATTIC SPACE DEFLECTOR DISTANCE = tiilN.2" IMAX 13" 1_ A v I E wr� SCALE:3116"= 1'-0" CONCRETE BLOCK WALL I .'y TOP BEAM CLAMP , M.T. ROD I 1 CONCRETE FLOOR �, ----- � RING ELEVATION SCALE:3/16"= 1'-0" TOP BEAM CLAMP f '1 t RAOISSON RESORT CONVENTION CENTER 8701 ASTR. 0 U- - O w 3 � CHECKED: JJK THEET C: OF SOUTHERN EIRE SYSTEMS INO. 1660 BARRETT DRIVE W z 2 Q J f\ J I V5 2 z � f Y W _� rr U z O O 4 SYSTEM TEST CONNECTION ON NET—PIPE SYSTEM RISER 1OOTH BORE IRROSION RESISTANT ITLET GIVING FLOW )UIVALENT TO ONE 'RINKLER K -FACTOR �. 1 1 -n A; '7� r4-o�4is � YRO _ _ NEW 3" CROSSMAIN �Yl I 0 X NEW 4"X 3" REDUCING COUPLING O REMOVE EXISTING GROUVED=}ELL INSTALL TEE / i J t. co .i Al, Y Lu \N + L74n � Z W J— { _ 1 t u t G ©' J y �- a zz STEEL TRUSS ' w O , X—� i W� �u 6 1A.. Y % U J / In r } r / ^` _O- t t1°' .''-` .. 11 3 r - f -� E X . 2" ' D R A I N ~ t REMOTE AREA ; 1 - o , , EX.51A MESE l i O ,s REMOTE 3000 SQ. F T. �vl DrtNS1TY ()l GPM PER SQ.F T. NEW CUT IN NO SCALE p LLQ- �' 3 h zy _ ,--_ /'` /n 6„W A TE R FROM CITY t, cr, (Y EXISTING VPLVE RISER ly . ��NO SCALL NEW CUT IN t� MATERIALS Y? I'SrEEL 1RUSS r �W /0 X40, fi—»- + ,, • � SLACK STEEL l N 4 I ` ROUVES. MECHANICAL E . v_ . s _. ..� -.. ROLLED-+ ROUVED FIT"TING31. FITTINGS $ G . WELDED H X46 ANY PIPE THREADED IS SC 14 10 {� I OFFIC copy i X I Vy r I N 0 PERMITTED 'P INN, LE R LINE � 0!�w_ ii11 A- KRALLL CITY 0T CAP6. CA Z i STEEL TRUSS _.. NOTES NJ ��-i �� - Y- CATWALK ,Z'...- x DENOTES CALCULATION POINT \. % j e _ __ { F'UtR 9t.� DGE3 NOT tRMRIZE VIO '"C l OFANy'M+ Ht�jcmA ;c,,kWOTES CENTERLINE OF PIPE BELOW TOP _ — 3” BULKMA I N LM g'T,%i di I. OF STEEL JOISTS O- 0 DENOTES 244 deg. BRASS UPRIGHT QR 1/2" SPRINKLER Ks 5.6 'I 1 Q DENOTES SPRINKLER ON RISER 6" WATER MAIN TO MAIN RISER ACOUST11;AL TILE ON METAL SPL'I E SYSTEM I i —0— DENOTES PIPE RISER OR DROP -- 'DENOTES HANGER LOCATION LAST HANGER CAN BE A MAXIMUM OF 4'-0 FROM END OF LINE CONVENTION CENTER ATTIC SPACE DEFLECTOR DISTANCE = tiilN.2" IMAX 13" 1_ A v I E wr� SCALE:3116"= 1'-0" CONCRETE BLOCK WALL I .'y TOP BEAM CLAMP , M.T. ROD I 1 CONCRETE FLOOR �, ----- � RING ELEVATION SCALE:3/16"= 1'-0" TOP BEAM CLAMP f '1 t RAOISSON RESORT CONVENTION CENTER 8701 ASTR. CA NAVERA,F1.32920• TOMATiC FIRE SPRINKLERS SCALE: ASr TED DATE: AVG,lo DRAWN: FJT EO:, CHECKED: JJK THEET C: OF SOUTHERN EIRE SYSTEMS INO. 1660 BARRETT DRIVE ROCKLEI)QUL.' 32955 ' Ccs 390465000198 (407)636-5060 FAX.63*k7249 Rs�a-crat=F -e)lud-Conlxn+onC¢r�