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HomeMy WebLinkAbout1100 Americana Blvd #011017 Planscl F. H, NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK a HABITAT FOR HUMANITY IN SEMINOLE COUNTY RETAIL STORE SANFORD, FLORIDA SES NP`41 008 NOTE: 1. TREES WHICH ARE TO BE REMOVED ARE SHOWN ON THE SITE PLAN ONLY FOR CLARITY. ONLY TREES WHICH ARE TO REMAIN ARE SHOWN ON THIS PLAN. d F. H. FLORIDA ENGINEERING GROUP, INC. CIVIL o ENVIRONMENTAL ® LAND DEVELOPMENT 1516 EAST HILLCREST STREET, SMITE 301 ORLANDO, FLORIDA 32803-4716 TEL. (407) 895-0324 FAX (407) 895-0325 DESIGNED BY E—MAIL: FEGINC®AOL.COM WWW.FEGCOM.COM RTA SITE GRADING DRAWN BY CHECKED BY RTA RTA 1" = 30' GRAPHIC SCALE 0 15 30 60 ENGINEERING PLAN FOR HABITAT FOR HUMANITY IN SEMINOLE COUNTY RETAIL STORE PROJECT NO. 2000-056 PLAN DATE SEPT. 22, 2000 SCALE 1 O ' 1" = 30' 2��� APPROVED BY SAM J. SEDAALI SiS SHEET 6 of 10 CERTIFICATE N0. 42075 02/09/01 4 REVISED PER CITY OF SANFORD COMMENTS DATED 02/09/01 JKR SJS 01/09/00 REVISED PER NEW BUILDING LAYOUT JKR SJS 11/28/00 REVISED PER CITY OF SANFORD COMMENTS DATED 11/02/00 JKR SJS 10/31/00 ADDED UNDERDRAIN JKR SJS DATE REVISIONS BY CHECKED SES NP`41 008 NOTE: 1. TREES WHICH ARE TO BE REMOVED ARE SHOWN ON THE SITE PLAN ONLY FOR CLARITY. ONLY TREES WHICH ARE TO REMAIN ARE SHOWN ON THIS PLAN. d F. H. FLORIDA ENGINEERING GROUP, INC. CIVIL o ENVIRONMENTAL ® LAND DEVELOPMENT 1516 EAST HILLCREST STREET, SMITE 301 ORLANDO, FLORIDA 32803-4716 TEL. (407) 895-0324 FAX (407) 895-0325 DESIGNED BY E—MAIL: FEGINC®AOL.COM WWW.FEGCOM.COM RTA SITE GRADING DRAWN BY CHECKED BY RTA RTA 1" = 30' GRAPHIC SCALE 0 15 30 60 ENGINEERING PLAN FOR HABITAT FOR HUMANITY IN SEMINOLE COUNTY RETAIL STORE PROJECT NO. 2000-056 PLAN DATE SEPT. 22, 2000 SCALE 1 O ' 1" = 30' 2��� APPROVED BY SAM J. SEDAALI SiS SHEET 6 of 10 CERTIFICATE N0. 42075 G FF F. H. MASSTORY ONR F F BUILDING 4 7.8 7 1 STORY MASONRY / N BUILDING Q o F.H.F.F. 45.76 �s V) it II PRoPN H. Q u: m Y " OVMPS��R cgTF '9A pp1yOk I� 69S, S6S. $ -0 � II '�a I TANK 00 II I� I APppo\' 1012 11201 1210 •2 0+1 1 Z II II 515 gPpR GVR�Z6' o 0 Li X. E . 360 0 12 a G $ 20' 2 °mac II I w O Jill W 1 ~ 1, 0 S.F. C.O. A o STORY WOOD Z ❑ M N a FRAME BUILDING SEPT INV.=46.75 II J I J 3I #3505 a 2& DRAIX F65' 4 I = F.F. = 49.14 a P_30 C.O. J I ` B A c sLAes a Bo INV. -46.16 / Q RETENTION POND 12 41 K�ER O (TYPICAL) S EM 6" CURB ss O° '� z I I O 5� (TYPICAL) 0 59 L.F. 6" a 'M° 12 12 36 L.F. 6" SDR -35 Ja'I I 5900 GALEPTIC . SDR -35 p�/C �► 19g 02 INV.=4 5 $ PVC ® 19: C; c o I � R � 13 13 13 128 12.6 1b15 20 10 G2 �$ �' E 0O 18 W J m m 3 nr I u U cE ,2 x RETAIL BUILDING �i II I I o A/c SLAB F.F. EL. = 48.25 • m PRoPOSE mIII( i IGMO TDWIN BYTNSFOS> ER 1 STORY MASONRY BUILDING SER R #3513 F.F. = 49.08 RE�PRE�� II I z x m II 3 I 6" CURB ' d 1 STORY MASONRY BUILDING ELECTRIC", 4 _ ASPHALT ���P SERVICE W �_66 L.F. 6 PVC 62 L.F. 1 PVC (cuTT ED KENNEL) PAVEMENT I-- w v FIRE LINE WATER LINE J a (DESIGN Y LJ FE OTHERS) v ❑ l" METER AND ❑ m JF 6" DOUBLE CHECK RPZ BACKFLOW , DETECTOR ASSEMBLY 3 PREVENTER IIU I f�VME N LU WIT w FDC I I� ^0 W 10 a II ��a� I J IR-• x .\ Jul n612 INN � I iE 9Eo N RO K vgP Np �RO� g08 C3 F.H. NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK 18 FM — — — _ — -------------- ----- -- B�BACK�'L�/�-'EVENT \ 2" X 1" TEE SEE IRRIGATION PLAN FOR CONTINUATION DRAINFIELD CONSTRUCTION NOTES: 1. FILL MATERIAL SHALL BE COMPRISED OF CLEAN, UNCEMENTED LIGHT-COLORED FINE SANDS WITH LESS THAN 5% PASSING THE U.S. NO. 200 SIEVE AND SHALL NOT BE COMPACTED TO GREATER THAN 90% OF THE SOIL'S STANDARD PROCTOR DENSITY VALUE (AASHTO T-99). THE SAND MATERIAL SHALL MEET SEMINOLE COUNTY CRITERIA FOR "SEPTIC" SAND (F.D.O.T. 902-4 GRADATION). ALL FILL MATERIAL SHALL BE FREE OF EXTRANEOUS NON -SOIL MATERIAL SUCH AS GRASS, ROOTS, AND ANY OTHER DEBRIS. SEVERELY LIMITED SOIL MATERIAL SHALL NOT BE IN SYSTEM CONSTRUCTION. CARBONATE FILL MATERIAL SHALL NOT BE USED IN SYSTEM CONSTRUCTION. 2. CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS AS SET FORTH BY SEMINOLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT; CHAPTER 6411-6 F.A.C.; APPLICABLE CODES. 3. SITE PREPARATION MUST RENDER THE SITE IN COMPLIANCE WITH REQUIREMENTS OF RULE 64E-6.006(1)-(6) F.A.C. 4. CONTRACTOR SHALL VERIFY LOCATION OF WATER SERVICE LINES IN PROXIMITY OF AREA AFFECTED BY THIS WORK, WATER SERVICE LINES SHALL BE LOCATED AT A MINIMUM DISTANCE OF 10 FEET FROM THE DRAINFIELD SYSTEM. ANY WATER LINES WITHIN 10 FEET OF DRAINFIELD MUST BE' SLEEVED IN MATERIAL SIMILAR TO SAID WATER LINES. HABITAT FOR HUMANITY IN SEMINOLE COUNTY 02/09/01 01/09/00 RETAIL STORE 11/28/00 SANFORD, FLORIDA 10/31/00 DATE A SEPTIC TANK CALCULATIONS: RETAIL AREA: 7,132 S.F. NUMBER OF LOADING BAYS: 1 SHIPPING AREA EMPLOYEES: 2 FLOW: 7,132 S.F. RETAIL AREA 0 0,1 GPD/S.F.: 713 GPD 1 LOADING BAY 0 100 GPD/BAY: 100 GPD 2 EMPLOYEES 0 15 GPD/EMPLOYEE: 30 GPD TOTAL FLOW: 843 GPD REQUIRED SEPTIC TANK CAPACITY: 1,900 GALLONS REQUIRED DRAINFIELD AREA: USE 0.65 G.P.D./S.F. OF ABSORPTION BED DRAINFIELD AREA: (843 G.P.D./0.65 G.P.D./S.F.) = 1,297 S.F. PROVIDE 1,300 S.F. OF BED AREA UNOBSTRUCTED AREA REQUIRED: 1,300 S.F. * 2 = 2,600 S.F. UNOBSTRUCTED AREA PROVIDED: EXCEEDS 2,600 S.F. REVISED PER CITY OF SANFORD COMMENTS DATED 02/09/01 REVISED PER NEW BUILDING LAYOUT REVISED PER CITY OF SANFORD COMMENTS DATED 11/02/00 ADDED UNDERDRAIN REVISIONS JKR 41 53 L.F. 4 PV SJS F.H. SJS 2" HIGH DENSITY POLYETHELENE PIPE EXIST. 12" FORCE MAIN 6" HIGH DENSITY DIRECTIONAL BORING PQLYETHELENE PIPE (APPROX. 31 L.F.) 53 L.F. fi" PVC DIRECTIONAL BORING (APPROX. 31 L.F.)MINED FROM CITY AMERICANA B O U L EV RD UTILITY TO BE INSTALLED PER CITY OF SANFORD AS OBTAINED FROM CITY TO BE INSTALLED PER CITY OF SANFORD FIRE SERVICE REQUIREMENTS. DRAWINGS REQUIREMENTS. DRAWINGS 6" GATE VALVE—y 2" GATE VALVE—•- " A SEPTIC TANK CALCULATIONS: RETAIL AREA: 7,132 S.F. NUMBER OF LOADING BAYS: 1 SHIPPING AREA EMPLOYEES: 2 FLOW: 7,132 S.F. RETAIL AREA 0 0,1 GPD/S.F.: 713 GPD 1 LOADING BAY 0 100 GPD/BAY: 100 GPD 2 EMPLOYEES 0 15 GPD/EMPLOYEE: 30 GPD TOTAL FLOW: 843 GPD REQUIRED SEPTIC TANK CAPACITY: 1,900 GALLONS REQUIRED DRAINFIELD AREA: USE 0.65 G.P.D./S.F. OF ABSORPTION BED DRAINFIELD AREA: (843 G.P.D./0.65 G.P.D./S.F.) = 1,297 S.F. PROVIDE 1,300 S.F. OF BED AREA UNOBSTRUCTED AREA REQUIRED: 1,300 S.F. * 2 = 2,600 S.F. UNOBSTRUCTED AREA PROVIDED: EXCEEDS 2,600 S.F. REVISED PER CITY OF SANFORD COMMENTS DATED 02/09/01 REVISED PER NEW BUILDING LAYOUT REVISED PER CITY OF SANFORD COMMENTS DATED 11/02/00 ADDED UNDERDRAIN REVISIONS JKR 41 53 L.F. 4 PV SJS F.H. SJS WATER SERVICE EXIST, 10" WATER MAIN 6" X 10"� WET TAP 2" X 1O"/ WET TAP —/ (APPROPRIATE LOCATION) AS OBTAINED FROM CITY DIRECTIONAL BORE 6" FIRE DIRECTIONAL BORE 2" WATER LATERAL UNDER AMERICANA OF SANFORD UTILITY _LATERAL UNDER AMERICANA DRAWINGS A SEPTIC TANK CALCULATIONS: RETAIL AREA: 7,132 S.F. NUMBER OF LOADING BAYS: 1 SHIPPING AREA EMPLOYEES: 2 FLOW: 7,132 S.F. RETAIL AREA 0 0,1 GPD/S.F.: 713 GPD 1 LOADING BAY 0 100 GPD/BAY: 100 GPD 2 EMPLOYEES 0 15 GPD/EMPLOYEE: 30 GPD TOTAL FLOW: 843 GPD REQUIRED SEPTIC TANK CAPACITY: 1,900 GALLONS REQUIRED DRAINFIELD AREA: USE 0.65 G.P.D./S.F. OF ABSORPTION BED DRAINFIELD AREA: (843 G.P.D./0.65 G.P.D./S.F.) = 1,297 S.F. PROVIDE 1,300 S.F. OF BED AREA UNOBSTRUCTED AREA REQUIRED: 1,300 S.F. * 2 = 2,600 S.F. UNOBSTRUCTED AREA PROVIDED: EXCEEDS 2,600 S.F. REVISED PER CITY OF SANFORD COMMENTS DATED 02/09/01 REVISED PER NEW BUILDING LAYOUT REVISED PER CITY OF SANFORD COMMENTS DATED 11/02/00 ADDED UNDERDRAIN REVISIONS JKR SJS JKR SJS JKR SJS JKR SJS BY CHECKED 1�� B0424 ENG & O,sy, NP Qc 008 NOTE: 1. TREES WHICH ARE TO BE REMOVED ARE SHOWN ON THE SITE PLAN ONLY FOR CLARITY, ONLY TREES WHICH ARE TO REMAIN ARE SHOWN ON THIS PLAN. 2. WHEN AVAILABE, THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER 3 DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT, 3. A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING RECLAIMED WATER, SHALL BE INSTALLED BY THE DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED AREAS, FOR THE PROPOSED DEVELOPMENT. d1/' v -11 - F'H' RECLAIM WATER TAKEBACK CALCULATION: A TOTAL ACERAGE: 1.95 ACRES IRRIGATED ACERAGE: 0.97 ACRE (PROVIDED BY LANDSCAPE ARCHITECT) POTABLE WATER USAGE: 0.1 GPD * 8,400 GPD/S.F. = 840 GPD RECLAIMED WATER USAGE: 1,303 GPD (PROVIDED BY LANDSCAPE ARCHITECT) WASTEWATER GENERATION: 843 GPD F FLORIDA ENGINEERING GROUP, INC. E Cr CIVIL ® ENVIRONMENTAL o LAND DEVELOPMENT SITE UTILITY PLAN 1516 EAST HILLCREST STREET, SUITE 301 ORLANDO, FLORIDA 32803-4716 TEL. (407) 895-0324 FAX (407) 895-0325 DESIGNED BY DRAWN BY CHECKED BY E-MAIL: FEGINCOAOL.COM WWW.FEGCOM.COM RTA RTA RTA S �wi 1 " = 30' GRAPHIC SCALE 0 15 30 60 ENGINEERING PLAN FOR HABITAT FOR HUMANITY IN SEMINOLE COUNTY RETAIL STORE PROJECT NO, 2000-056 DATE SEPT. 22, 2000 SCALE 1 91 = 301 e , PROVED BY SAM J. SE AAL1 SHEET 5 OF 10 CERTIFICATE NO. 42075 F.H. MA S 0 RYTgR YpING F.F. = 47.87 STORY MASONRY BUILDING F. F. = 45 7 ZONING: GC -2 LAND USE: BILL HEARD CHEVROLET � rn __ 12) `t 11 6 �S tZ II REQ PREP L6 III Io v �NN�Nc F.H.� `` V H. o�MP,0 cgrF 31.GV- II /qp qpA } M �� PO\N1PPR p� Rp o Fy IIOX SET 1/2- IRON ROD I� 69S, S6`5' e FOUND 1/2" IR PLS4245 AND CAP PLS4245 TANK N 71'33'59" W 388.74' o• • o ° 4 o° �o SPREADER II ally I �0�2 11210 1 / 0 01 ti $ �5 I 8. 2• 2 SWALE II I� i AppR�k _ °SoURg 1 6.5' 10 - - `-- 575 AppRpk 2 - - cam- - --- -- ----- z i 360 e (- 0 II II m ZONING: GC -2 Q IIS II LAND FUSE: CENTRA CARE - I _ ASPHALT PAVEMENT o 0 u { w 1 STORY WOOD w SEPT N , �, N + , + + ' ' ' Ih > Y W - DRAINFIE_� ,. ; 1-�-1 10 14.6 19.3 5 20.0 10 30.0 I 25.7 120.0 17.8AO' nIFRAME BUILDING 2° (N 3 #350510�T F.F, = 49.14RETENTION POND I�f a = It =15' \ R=2' it) R=2' R=2 i0 Ia A/C SLABS N R=2in Z c? ° OO I N I >_ SEPTIC I� I 02 ma TANK gII v I ^I 6" CURB �SPR�EM�R 6" CURB FOUND IR 3382 z I ?O O 35.0 7 `� Q0 w (o^ n I O (TYPICAL) SYS (TYPICAL) O 1 Z'n� I � � 12 FOUND 4X4 CM LB220 (typical} FOUNb 1/2" IR PLS4245 i ro I I I �2 I DEMO EXISTING BLDG. TIE I ASPHALT PAVEMENT M 1 •, ,-- _ 2 . I N c• } 8$4'24'23"E 26.2' C� c• �� i R`B( P�:'' �. � \_ •'r CV �a Li FO 4X4 CM Le22o S 71'33'59" E 250.40' � � t 1 ; 1 1 oz I R c� E 33'59" �a 250.40'Ljj P'a •, 20 �° T LIMIT E O 6 ( �a b I o IIPAIN OOR C0 TION n I 50 AS ALT V ENT RETAIL 13 tll ,2' {'z t { � 1 CD CD 0GE ° / ( 1 c sLAB N 71'33'59" W 324.20' ` �._ 1 r� II o a. FOUND 1/2" IR PLS4245 _10 5' CONCRETE HC SIGN O� AND CA1/2 42 5 ROD �' f:.. HABIT "1 FOR c� SIDEWALK BUILDING E 6" CONC. CURB mil f� m p ( LS 2700 so "E 0.32' m f �2 RETAIL ORE ` -��- TYP.-SEE DETAIL I N II 1 STORY MASONRY BUILDING oUMps�ER #3513 \0N nj ;0 I w �- SEE DET IL O cE m II I II F.F. = 49.08 PREP O l R=15 o O 5 HC RAM $ r 1 STORY MASONRY II I I- z w I 4 ,3 1= N R=2 rr I �2 \ `; BUILDING L> i •P� (GUTTED KENNEL) 6., CURB a o5 cU�l Al2 j • 32.1 40.0' R=2' ,...4� { •� ) ZONING: GC -2 Q I �' -0- R-2 17.5' 12' 5 12 m 60.0 10 _ I ASPHALT a L.F. 4" •a_ F PAVEMCAND USE: DISCOUNT TIRE COMPANY I I' , ❑ R=2' ® HC STRIPINGAl m a x S lIP NGYEL OW 1, �# �} 25' BSL SEE DETAIL �/.a DOUBLE Y,ELLO M I, , Feu A 0 S Z x,10r OSTRIPING R Cj O r II I ST P� IGN 2A �44. o O�. FO ND 1 /2" IRON ROD 19.0 24. 1 O.0 14.00 10 10 F IIA CAP PC54245 p 1 FOUND 1/2" IRON ROD p 18" FM PQM F D. IR LS 2700 S42'25'41"W 0.3 5' SIDEWALK Q h �3 AND CAP PLS4245 S T & REMOVE AMERICANA B 0 U LEVAR 75 L.F. & REMOVE 75 L.F. ST. CURB 75 L.F. EXIST. CURB 1NV � I NO 3 3' VALLEY GUTTER ' VALLEY GUTTER CN�PRKK N SEE DETAIL SEE DETAIL F.H. BEN p\S OS,1F� NPi � 006 ZONING: GC- 2 � � PRS age S LAND USE: SEMINOLE CENTRE Q A 5SNCH ROO #3 \1E ON $ p �R41 OS 0 F.H. LEGAL DESCRIPTION: PARCEL "A" That part of the Southeast 1/4 of Section 1 1, Township 20 South, Range 30 East, Seminole County, Florida, more particularly described as follows: Commencing at the East 1 /4 corner of said Section 1 1 , Township 20 South, Range 30 East; thence along the East line of the Southeast 1 /4 of said Section 1 1 , South 02° 15'03" West a distance of 483.38 feet; thence departing said section line North 71.33'59" West a distance of 344.69 feet for a Point of Beginning; thence Continue North 71.33 59 West a distance Of 388.74 feet thence South 25°47'00" West a distance of100. 0 feet; 600 U.Sthence Nort -of-Way line of State R y 17 71°33'59" West a distance of 250.40 feet to the East Right & 92 per F.D.O.T. map section No. 7701-203 (-113) , dated 1955 last revised 3/2/80 thence n eng IisaidSouth Right of -Way of -Way line South 25°47'00" West a distance of 22.50 feet; thence departing said as 71.33'59" East a distance of 324.20 feet; thence South 25°45'55" West a distanceoe 102.74 02.Sout471eet '36"to t East oath Right -of -Way line of Americana Boulevard; thence along said North Right -of -Way ll distance of 314.88 feet; 'thence departing said North line of Americana Boulevard North 25'47'00" East a distance of 225.46 feet to the Point of Beginning. CONTAINING: 1.95 acres, more or less. NOT VALID FOR CONSTRUCTION UNLESS HABITAT FOR HUMANITY SIGNED IN THIS 02/09/01. 4 REVISED ,PER _CITY OF SANFORD .COMMENTS DATED 02/09/01 JKR. SJS IN SEMINOLE COUNTY BLOCK 01/09/00 Zj REVI5ED PER NEW BUILDING LAYOUT JKR _.....SJS RETAIL STORE 11/28/00 &REVISED PER CITY OF SANFORD COMMENTS DATED 11/02/00 JKR SJS FLORIDA 10/31/00 ADDED UNDERDRAIN JKR SJS SANFORD, DATE REVISIONS BY CHECKED SPECIFIC NOTE: 1. OUTDOOR STORAGE AREAS SHALL REQUIRE CONDITIONAL USE APPROVAL: LEGEND: Po TREE TO BE REMOVED ,o TREE TO REMAIN F.H. L�LIMITS OF EXISTING ASPHALT TO BE REMOVED SIDEWALK NOTE: 1. MEANDER PROPOSED SIDEWALK WITHIN RIGHT-OF-WAY, IF NEEDED, TO AVOID EXISTING TREES WHICH ARE TO BE PRESERVED. FLORIDA ENGINEERING CROUP, INC. CIVIL ®ENVIRONMENTAL © LAND DEVELOPMENT 1516 EAST HILLCREST STREET, SUITE 301 ORLANDO, FLORIDA 32803-4716 DESIGNED BY TEL. (407) 895-0324 FAX (407) 895-0325 E-MAIL: FEGINCOAOL.COM WWW.FEGCOM.COM RTA 1 " = 30' GRAPHIC SCALE 0 15 30 60 SITE DATA: PROPERTY ZONING: GC -2 PROPERTY LOCATION: AMERICANA BLVD. EAST OF 17-92 Al PARCEL I.D. NO.: 11-20-30- 300-04 -000 PROPERTY AREA: .95 A S CURRENT LAND USE: VACANT PROPOSED LAND USE: A RETAIL AREA (INCL. RESTROOMS & DRESSING ROOMS) 7,132 S.F. SHIPPING/RECEIVING 1,268 S.F. MAX. ALLOWABLE BUILDING HEIGHT: 50 FEET PROPOSED BUILDING HEIGHT: < 50 FEET 2 PROPOSED BUILDING GROSS FLOOR AREA: 8400 S.F. PROPOSED FLOOR TO AREA RATIO: 0.099 BUILDING SETBACKS MIN. RE UIREDMIN PROPOSE 22 FRONT: (AMERICANA BLVD) 25.0 FEET 71 FEET SIDE: 10.0 FEET 35 FEET SIDE: 10.0 FEET 96 FEET REAR: 20.0 FEET 79 FEET PARKING REQUIRED: REGULAR PARKING: Q 7,132 S.F. RETAIL AREA @ 1 SPACE/200 S.F. = 36 SPACES 1,268 S.F. SHIPPING/RECEIVING 0 1 SPACE PER 1,000 S.F. = 2 SPACES TOTAL REQUIRED: 38 SPACES SPACED REQUIRED TO BE RESERVED FOR HANDICAP PARKING = 2 SPACES PARKING PROVIDED: REGULAR PARKING - 43 SPACES 1 HANDICAP PARKING - 2 SPACES /4 TOTAL PROVIDED: 45 SPACES IMPERVIOUS AREA CALCULATIONS: PROJECT AREA: 1.95 ACRES 2 BUILDING AREA: 0.19 ACRE CONC. PAVEMENT AND PARKING AREA: 0.79 ACRES TOTAL IMPERVIOUS AREA: 0.98 ACRES IMPERVIOUS: 50% MAXIMUM ALLOWABLE IMPERVIOUS SURFACE AREA RATIO: 0.75 PROPOSED IMPERVIOUS SURFACE AREA RATIO: 0.50 FLOOD ZONE: 'FLOOD ZONE X' PER FEMA F.I.R.M. PANEL 12117C 0045 E DATED: APRIL 17, 1995 HAZARDOUS MATERIALS STATEMENT: DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT UNTO THE SITE IN SUCH QUANTITIES AS DEEMED HAZARDOUS BY THE FIRE OFFICIAL, ACCESS ROADS AND SUITABLE TEMPORARY SUPPLY OF WATER TO THE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED. WETLAND STATEMENT: THERE ARE NO JURISDICTIONAL WETLANDS WITHIN THE PROJECT SITE ON-SITE SCS SOIL TYPES: 10 - BASINGER, SAMSULA, AND HONTOON SOILS, DEPRESSIONAL 31 - TAVARES-MILHOPPER FINE SANDS, 0 TO 5% SLOPES BUFFERYARD REQUIREMENTS: NORTH (REAR) - 5' EAST (SIDE) - 5' , SOUTH (FRONT) - 5 WEST (SIDE) - 5 BUILDING ORIENTATION: BUILDING AND PARKING ARE PARALLEL AND PERPENDICULAR TO THE R.O.W. LINE ALONG AMERICANA BOULEVARD. ENGINEERING PLAN FOR HABITAT FOR HUMANITY' IN SEMINOLE COUNTY RETAIL STORE PROJECT NO. 2000-056 SITE DIMENSION PLAN DATE SEPT. 22, 2000 SCALE 1" = 30' DRAWN BY CHECKED BY APPROVED BY SAM a. SEBAALI RTA RTA SJS SHEET 4 OF 10 CERTIFICA'T'E NO. 42075 MANUALVOLU LOCKING QUADRANT AIR DUCT 45 DEG. TAKE -OFF FITTING 2 DUCT MOUNTED AIR DIFFUSER WITH DOUBLE DEFLECTION VANES PER SCHEDULE 2 SUPPLY AIR REGISTER. TYPICAL SCALE: 1/8" = 1'-0" EQUIPMENT SPECIFICATION AC -1: AIR HANDLINNG UNIT, CARRIER MODEL FA4A-036, 1100 CFM SUPPLY AIR, 100 CFM OUTSIDE AIR, 0.4" E.S.P, FAN MOTOR: 1/3HP, 208V/60HZ/1PH. ELECTRIC HEATER: 8 KW, SINGLE POINT POWER CONNECTION AC -2,3,4,5: AIR HANDLINNG UNIT. CARRIER MODEL FA4A-060, 1600 CFM SUPPLY AIR, 300 CFM OUTSIDE AIR, 0.4" E.S.P, FAN MOTOR: 3/4HP, 208V/60HZ/1PH. ELEC. HEATER: 15 KW. SINGLE POINT POWER CONNECTION. CU -1: CONDENSING UNIT. CARRIER MODEL 38CKC-036, COMPRESSOR: 86 LRA, 14.8 RLA. CONDENSER FAN: 1.4 FLA. 208V/60HZ/1PH. 7-DAYPROGRAMMABLE THERMOSTAT WITH CLEAR PLASTIC LOCKED COVER. CU -2,3,4,5: CONDENSING UNIT. CARRIER MODEL 38CKC-060, COMPRESSOR: 169 LRA, 28,8 RLA. CONDENSER FAN: 1.4 FLA. 208V/60HZ/1PH, 7 -DAY PROGRAMMABLE THERMOSAT WITH CLEAR PLASTIC LOCKED COVER. EF -1: EXHAUST FAN, CEILING. LOREN COOK MODEL LITTLE -GEM -Ii, 100 CFM, 0.25" S.P., 60 WATTS INPUT, 115V/60HZ/1PH, WITH WALL CAP, INTEGRAL DAMPER AND CEILING GRILLE. INTERLOCK WITH LIGHT SWITCH TO CONTROL FAN ON/OFF. TEMPERATURE CONTROL IAC -1, 2, 3, 4, 51: CONTROLLED BY FACTORY FURNISHED CONTROLLER, PROVIDE FIRESTAT ON RETURN AIR DUCT TO SHUT DOWN FAN AUTOMATICALLY UPON AN ACTIVATION, S1: SUPPLY AIR REGISTER. PRICE MODEL 520D -F -S, WHITE FINISH S2: SUPPLY AIR DIFFUSER. PRICE MODEL SCDA, 24"x24" FACE MODULE WITH 4 CONES, NECK SIZE AS SHOWN, WHITE FINISH SUPPLY AND RETURN AIR DUCTWORK: JOHNSMANVILLE SUPERDUCT TYPE 800, 1" THICK, R_6.0 MINIMUM, UL 181 CLASS 1, NFPA 90A AND 90B. FABRICATE AND INSTALL PER SMACNA STANDARDS FOR FIBROUS -GLASS DUCTS. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC, EXHAUST AIR DUCTWORK: GALVANIZED SHEET STEEL, LOCK -FORMING QUALITY, ASTM A653/A 653M, G90 COATING DESIGNATION. REFERENCED NATES Q10" DIA OUTSIDE AIR DUCT WITH MANUAL VOLUME DAMPER. PROVIDE 12"H x 12"W x 8"D GALVANIZED METAL WEATHER ROOD. PAINT HOOD TO MATCH ADJACENT WALL. O4" THICK CONCRETE PAD. WIDTH AND LENGTH AS SHOWN TERMINATE CONDENSATE DRAIN LINES INSIDE RECEPTOR PIPE SUPPLY AIR DUCT 1 HANGER ROD TO ROOF STRUCTURE MEMBERS, SIZE OF ROD AND REINFORCED ROOF SUPPORT F�. ASSEMBLY SHALL BE APPROVED BY STRUCTURAL ENGINEER SIDE ACCESS FILTER SUPPLY AIR DUCT CONNECTION WITH MANUAL VOLUME DAMPER EQUIPMENT BASE SUPPORT BOTTOM OF UNIT SHALL BE HIGH AS POSSIBLE AUXILIARY DRAIN PAN WTIH MICROSWITCH WATER DETECTOR 1 0 SHUT DOWN UNIT UPON A WATER DETECTION. RETURN AIR DUCT. SAME SIZE AS UNIT RETURN OPENING NSATE P -TRAP AND DRAIN LINE AIR —HANDLING ✓ ✓i®� o' UNIT ✓ AC UNIT SUPPORT DIAGRAM. TYPICAL SCALE: NONE 2" SQ x 1/8" STEEL TUBE SUPPORT FRAME, ALL WELDED CONSTRUCTION, PROVIDE 1-1/2" "L" x 24 GA. GALVANIZED METAL SWAY BRACING ANCHORED TO ROOF STRUCTURAL MEMBER, ASSOCIATED CONSULTING ENGINEERS, INC. 2312 WINTERWOODS BLVD. WINTER PARK, FLORIDA 32792 TEL: (407) 678-4402 FAX: (407) 678-1788 WWW.ACEINCONLINE.COM FLORIDA NO. 7539 AIR 179 I HANDLING p -La � UNIT o o d; I U © Lu v CL O EQUIPMENT BASE SUPPORT BOTTOM OF UNIT SHALL BE HIGH AS POSSIBLE AUXILIARY DRAIN PAN WTIH MICROSWITCH WATER DETECTOR 1 0 SHUT DOWN UNIT UPON A WATER DETECTION. RETURN AIR DUCT. SAME SIZE AS UNIT RETURN OPENING NSATE P -TRAP AND DRAIN LINE AIR —HANDLING ✓ ✓i®� o' UNIT ✓ AC UNIT SUPPORT DIAGRAM. TYPICAL SCALE: NONE 2" SQ x 1/8" STEEL TUBE SUPPORT FRAME, ALL WELDED CONSTRUCTION, PROVIDE 1-1/2" "L" x 24 GA. GALVANIZED METAL SWAY BRACING ANCHORED TO ROOF STRUCTURAL MEMBER, ASSOCIATED CONSULTING ENGINEERS, INC. 2312 WINTERWOODS BLVD. WINTER PARK, FLORIDA 32792 TEL: (407) 678-4402 FAX: (407) 678-1788 WWW.ACEINCONLINE.COM FLORIDA NO. 7539 tip 1.0 as Z p -La � ix o o d; O U © Lu v CL O c z "' y z u.ruj o w a o d > If ", W 0.. m 1- tip .a as pp p -La � o o d; O U © G v CL O 4" VENT UP THRU ROOF I (VTR) rr aN �\�, L1 Ll e NI W1 I a N NI W 1 L1 1 L1 I N rr W 1 3 a04 EWC NI ~~1 N SS WASHER+I I 4"FCO PIPE RECEPTOR, 3" PLUMBING PIPING DIAGRAMS SHUT—OFF VALVE 3 1" COLD WATER SERVICE m iv N WATER HAMMER ARRESTOR (WHA). n, TYPICAL WATER HEATER 1" WASHER I SS UTILITY BOX (`" EWC L1 L1 W1 W1 LI I N 3/4" /1 1/2" 3/4" WH L1 PROVIDE VACUUM BREAKER IF COLD WATER CONNECTION IS AT BOTTOM OF UNIT EXPANSION LOOP, 6" LEGS SHUT—OFF VALVE ( 3/4"HW `l 3 W1 T&P VALVE - ELEC. PAN DRAIN LINE WATER HEATER RECEPTOR PIPE SAFETY CATCH PAN I I PIPE STAND, 12" HIGH MINIMUM, ALL STEEL CONSTRUCTION WATER HEATER PIPING DIAGRAM SCALE: NONE W, t' L1: LAVATORY, VITREOUS CHINA, WHITE, WALL f FAUCET: SPEAKMAN #SC -3075 -LD W/ADA HAND CONCEALED ARMS, WALL SUPPORT W1: WATER CLOSET. FLOOR MOUNTED. AMERICA WITH OPEN FRONT WHITE PLASTIC SEAT, LESS C SS: SERVICE SINK. AMERICAN STANDARD MODEL EWC: ELECTRIC WATER COOLER. ELKAY MODEL E! GRAY BEIGE VINYL FINISH. WALL HYDRANT: 3/4" WITH HOSE END, REMOVAI WASHER UTILITY BOX: PLASTIC, WALL RECESSEI ENDS FOR WASHER CONNECTIONS, 1-1/2" DRAIN F WASHER: PROVIDED BY OTHERS. EWH: ELECTRIC WATER HEATER. 40 GAL, STORAC AUTOMATIC TEMPERATURE CONTROL, TEMPERATI VACUUM BREAKER. WHA: WATER HAMMER ARRESTOR. SIOUX CHIEF M SEAMLESS, TYPE L COPPER. MAINTENANCE FREE. COLD WATER, HOT WATER PIPING (ABOVE GROUN[ LEAD—FREE SOLDER. COLD WATER, HOT WATER PIPING (BELOW GROUN[ SANITARY AND VENT PIPING (ABOVE AND BELOW DRAWING REFERENCED NOTE; OPIPE RECEPTOR TERMINATED AT 2" ABO\ .....�.,,�+Y Ye"+,.-7...Iir. k-.".-. •.- d a".....,.r..�.,. 'IIVI��ll��i a bitt fir ��un�ani_ty in!�ieYYii_nqj1e (,,0_Lt_L1tY I .Store Sanford, Florida VICINITY MAPI L7 E -'_ 9 Ptn•rrr,l P, -,k DSI'zrL—�' zz\ S QIr _ 43 kr Ate, (, ��1. /�--•x.10 / (7 I� ��. _ 1. SITE �i�, � 15 o/- LpCA:Tit N � � c Q JQj , \ K U d� "s JansS Cv5 Z $k 'Vrn T11 D \ ��,lake nary Bier TJ T � �A �✓ .4 ': I @ n Arind3cr rl �, n Z � -1 i — �- ,an1,nA Csrares � T S C1:�mrgS „ 0 NORTH r / , (.NdfONSULTANTS Civil Engineer: Florida Engineering Group, Inc. 1:16 East 1'•-lillorest Street, Suite .301 Orlando, Florida 32803 (1107) 895-0324 fax (407) 895--0325 Landscape Architect Gale & Company 651 North Mills Avenue Orlando, Florida 32803 (407) 894-1317 iax ('407) 894-8986 Structural Engineer: Advanced Structural EngineeIring, Inc. 126�i S. Semoran Boulevard, Suite ,=1 Winter Park, Florida 3279' (407) E77-5836 fax (4.07) 677-5894 M. P. E. Engineer: Associated Consulting Engineers 1700 B<mi Circle Winter Park, Florida 32792 (407) 673-4402 fax (407) 678-1738 iDou��, i�v�. INDEX CSF DRAWINGS K--1 Cover end Index Sheet CIVIL DRAV4'INGS C-1 L---1 Landscape Site Pian �s r.w. C-2 L--3 Details and Specifications SU':rvE'y `5a -- n, , y+4�, .0'S°`r' i r a Site Dimension flan C-5 A-4 Building Sections and Details Site T �' Sits., Carading Plan v„ a x Sections and Details C-8 "i - 11 City of Sanford Standard Utility Details C-9 4 7� C ey vi of Sanford Standard Utility Details . 42 ELECTRICAL DRAWINGS t� E--1 Power and Systems Plan E--2 Lighting Plan E-3 Electrical Specifications AS V) 4�°{`"�� �tsi`•.�A^ �i S` 'p .5'v a e:, 'IIVI��ll��i a bitt fir ��un�ani_ty in!�ieYYii_nqj1e (,,0_Lt_L1tY I .Store Sanford, Florida VICINITY MAPI L7 E -'_ 9 Ptn•rrr,l P, -,k DSI'zrL—�' zz\ S QIr _ 43 kr Ate, (, ��1. /�--•x.10 / (7 I� ��. _ 1. SITE �i�, � 15 o/- LpCA:Tit N � � c Q JQj , \ K U d� "s JansS Cv5 Z $k 'Vrn T11 D \ ��,lake nary Bier TJ T � �A �✓ .4 ': I @ n Arind3cr rl �, n Z � -1 i — �- ,an1,nA Csrares � T S C1:�mrgS „ 0 NORTH r / , (.NdfONSULTANTS Civil Engineer: Florida Engineering Group, Inc. 1:16 East 1'•-lillorest Street, Suite .301 Orlando, Florida 32803 (1107) 895-0324 fax (407) 895--0325 Landscape Architect Gale & Company 651 North Mills Avenue Orlando, Florida 32803 (407) 894-1317 iax ('407) 894-8986 Structural Engineer: Advanced Structural EngineeIring, Inc. 126�i S. Semoran Boulevard, Suite ,=1 Winter Park, Florida 3279' (407) E77-5836 fax (4.07) 677-5894 M. P. E. Engineer: Associated Consulting Engineers 1700 B<mi Circle Winter Park, Florida 32792 (407) 673-4402 fax (407) 678-1738 iDou��, i�v�. INDEX CSF DRAWINGS K--1 Cover end Index Sheet CIVIL DRAV4'INGS C-1 L---1 Landscape Site Pian �s r.w. C-2 L--3 Details and Specifications SU':rvE'y C-3 Notes and Specifications i A- 2 Reflected Ceiling Plans, Notes and Details Site Dimension flan C-5 A-4 Building Sections and Details Site T �' Sits., Carading Plan g" �'IY Sections and Details C-8 "i - 11 City of Sanford Standard Utility Details C-9 4 7� C -1C, City of Sanford Standard Utility Details M-3 Plumbing 42 ELECTRICAL DRAWINGS t� E--1 Power and Systems Plan E--2 Lighting Plan E-3 Electrical Specifications AS V) 4 'IIVI��ll��i a bitt fir ��un�ani_ty in!�ieYYii_nqj1e (,,0_Lt_L1tY I .Store Sanford, Florida VICINITY MAPI L7 E -'_ 9 Ptn•rrr,l P, -,k DSI'zrL—�' zz\ S QIr _ 43 kr Ate, (, ��1. /�--•x.10 / (7 I� ��. _ 1. SITE �i�, � 15 o/- LpCA:Tit N � � c Q JQj , \ K U d� "s JansS Cv5 Z $k 'Vrn T11 D \ ��,lake nary Bier TJ T � �A �✓ .4 ': I @ n Arind3cr rl �, n Z � -1 i — �- ,an1,nA Csrares � T S C1:�mrgS „ 0 NORTH r / , (.NdfONSULTANTS Civil Engineer: Florida Engineering Group, Inc. 1:16 East 1'•-lillorest Street, Suite .301 Orlando, Florida 32803 (1107) 895-0324 fax (407) 895--0325 Landscape Architect Gale & Company 651 North Mills Avenue Orlando, Florida 32803 (407) 894-1317 iax ('407) 894-8986 Structural Engineer: Advanced Structural EngineeIring, Inc. 126�i S. Semoran Boulevard, Suite ,=1 Winter Park, Florida 3279' (407) E77-5836 fax (4.07) 677-5894 M. P. E. Engineer: Associated Consulting Engineers 1700 B<mi Circle Winter Park, Florida 32792 (407) 673-4402 fax (407) 678-1738 iDou��, i�v�. INDEX CSF DRAWINGS K--1 Cover end Index Sheet CIVIL DRAV4'INGS C-1 L---1 Landscape Site Pian Civil Cover and Index Sheet C-2 L--3 Details and Specifications SU':rvE'y C-3 Notes and Specifications C-4 A- 2 Reflected Ceiling Plans, Notes and Details Site Dimension flan C-5 A-4 Building Sections and Details Site Utility flan C-6 Sits., Carading Plan C-7 Sections and Details C-8 "i - 11 City of Sanford Standard Utility Details C-9 City of Sanford Standard Utility Details C -1C, City of Sanford Standard Utility Details LANDSCAPE AND 113RIGATION DRAWINGS o r i xrioillzllk a 0, INTERTE:CT DESIGN GROUP, INC. � 1080 Woodcock Road, Suite 200 Oriando, Florida 32803 htYtp%1twwwJdgc om.c: om (407) 89`i-3500 r AA C002009 L---1 Landscape Site Pian dam L--2 Irrigation Site Plan L--3 Details and Specifications ARCCHITE(CTURAL DRAWINGS A--1 Floor Plan C?IV �4N� Cp�Si PE `ONANYC M. QUIRWG A- 2 Reflected Ceiling Plans, Notes and Details T �� li UYDEP 5TF;U'9TCt� ENS T ��' A� 3 Exterior Elevations and Details Odd OF THE $ A-4 Building Sections and Details A� 5 Wall ��ections and Details STRUCTURAL DRAWINGS as S-0 GEsneral Notes "i - 11 S-1 Foundation /Slab on Grade Flan S-2 Sections and Details ME(CHANICAL M-1 Legends, Symbols � M-2 HVAC Plan and Notes M-3 Plumbing ELECTRICAL DRAWINGS t� E--1 Power and Systems Plan E--2 Lighting Plan E-3 Electrical Specifications o r i xrioillzllk a 0, INTERTE:CT DESIGN GROUP, INC. � 1080 Woodcock Road, Suite 200 Oriando, Florida 32803 htYtp%1twwwJdgc om.c: om (407) 89`i-3500 r AA C002009 Architecture o Interior D % 1080 W odcock Road, Scaite 200, 4 Oriaridc, Florida 3280 .1r)7 8,97 35G',Q_ L.icenSE' Nc. AA C 002009 5 z dam Cts � Architecture o Interior D % 1080 W odcock Road, Scaite 200, 4 Oriaridc, Florida 3280 .1r)7 8,97 35G',Q_ L.icenSE' Nc. AA C 002009 5 Cts � � C t� V) 4 C 8' HIGH CHAN I LINK FENCE 6" CONC, SLAB W/6 X 6 X 10/10 WWF OVER COMPACTED, TREATED FILL; WITH LIGHT BROOM FINISH. PROVIDE THICKENED TURNED DOWN EDGE WITH 1 #5 CONT. REINP ? C. J, 4 5/8' 4 5/8' 4 5/8" 4 5/8' 4 5/81 A-4 B l i p Gheck Out 1 - - --- -- - -- --2-------- - - - j boutique -102- I l03 j _ Furniture A B j I ; IU4 SIM. o l NOTE 6 - ' A-4 - +_ ----- ---- --J- I I 14' CONC, SLAB WITH LIGHT I A --iBQOON , SIDEWALKINISH, TYP. ALL 5. 02 �I B b b A �___�.__ - - - - h _ j C 2 3�X 8' MAN GATE 2 1 t I ` ! � I , 48" CANOPY EXTENSION � i- � M j _ . _p� ! (C.J. 112°-0' 13'p' _ -p� q' p" I --6 - 4-2+ ----- - --011 I -�- - -- --� ----F l Oor Plan LIALL LEGEND i EXTERIOR DENOTES METAL BUILDING MANUFACTURER'S METAL WALL -�- PANELS ON EXTERIOR WITH 3" BATT INSULATION AND 1/2" PAINTED GYP, BOARD OVER 3 5/8" MET. STUDS @ 16" OC. INTERIORA BY-PASSING GIRTS AT INTERIOR. REFER TO WICATED PETAL. A -5,/51f1. DENOTES NUN -FIRE RATED DRYWALL PARTITION: 3-5/8" METAL STUD5 AT 16" O.C. FROM FLOOR A-2 � SLAB TO DECK ABOVE, WITH ONE (I) LAYER ij2" THI,.k GYPSLM i BOARD FROM FLOOR SLAB TO C _ DECK ABOVE- REFER TO INDICATED DETAIL. DENOTES NON -HIRE RATED DRYWALL PARTITION: 2 ' 3-5/8" METAL STUDS AT 16" O.C. WITH ONE (1) LAYER I/2" THICK GYPSUM BOARD EACH SIDE- FROM it FLOOR SLAB TO 10'-0" A.F.F. - REFER TO INDICATED _ DETAIL- ETAIL-DENOTES DENOTESNON-F!RE RATED DRYWALL PARTITION. 2 3-5/8•" METAL STUDS AT 16" U.C. WITH ONE (1) A--2 LAYER 1/2" THICK GYPSUM BOARD EACH SIDE: FROM SIM. FLOOR SLAB TO 10-01 A.F.F. - PROVI?E & INSTALL SOUND BATTS FULL HT. OF WALL. REFER TO INDICATED DETAIL. DENOTES NON -FIRE RATED DRYWALL PARTITION: 3 6" METAL STUDS AT 16' O.C. FROM FLOOR SLAB TO A-� UNDERSIDE OF GYP, BOARD CEILING ABOVE WITH ONE (I) LAYER 1/2" THK, GYP BOARD EACH SIDE - REFER TO INDICATED DETAIL. CD DENOTES ROOM OR AREA DESIGNATION. DOOR AAD HARDWARE DESIGNATION SYMBOL: n Z DENOTES DOOR NUMBER DESIGNATION- oil - -- DENOTES HARDWARE TYPE: - DENOTES DOOR TYPE: REFERENCED PLAN NOTES NO fE 1. TERMINATE 1,/,2" THK.. PAINTED GYPSUM BOARD AT PRE-ENGINEERED STRUCTURAL COLUMN - SEAL TRANSITION CONTINUOUS TOP TO BOTTOM, REFER TO INDICATED DETAIL NOTE 2. PROVIDE AND INSTALL PLASTIC LAMINATE FINISHED WORK COUNTER Q 2'-10"A.F.F. -- REFER. TO DETAIL 7/A-5, NOTE 3. PROVIDE AND INSTALL BARRIER FREE DRINKING FOUNTAIN; REFER TO "PROVISIONS FOR BARRIER FREE DRINKING FOUNTAIN" ON SHEET A-4. NOTE 4. DENOTES OWNER PROVIDED WASHER AND DRYER - SEE ELECT. P\4/G5. PROVIDE THRU-WALL DRYER VENT WITH WEATHERSEAL & INSECT SCREEN. GROSS 50. FT. (O.S. PERIMETER) 0,000 S.F. SHIPPING /RECEIVINC. (I.S. PERIMETER) 0,000 S.F. UN -REFERENCED FLAN NOTES * ALL REQUIRED EXITS; WAY OF APPROACH THERETO; AND WAY OF TRAVEL FROM THE EXIT INTO THE STREET SHALL BE CONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF.F!RE OR OTHER EMERGENCY. + ALL METAL STUD5 SHALL BE 3.5/8". INCREASE GAUGE PER MANUPACTU12EI25 LIMITING HEIGHT GUIDELINE5. # G YP5UM WALL BOARD THICKNESS SHALL BE AS INDICATED, REFER TO SECTIONS INDICATED FOR INFORMATION. * DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN, LA(<GE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. CONTACT INTERTECT TO CONFIRM ALL DISCREPANCIES. 1 THE OWNERS 'FURNITURE DEALER/INSTALLER SHALL BE RESPONSIBLE FOR ON-SITE VERIFICATION OF GOVERNING CONDITIONS AND DIMENSIONS TO INSURE PROPER CLEARANCE FOR TENANTS FURNITURE/EQLAPMENT INSTALLATION. + ALL WORK SHALL CONFORM WITH DRAWINGS ANG SPECIFICATIONS IN ACCORDANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL Be' RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, IN5PECTiON5 AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. # IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS IT'S APPROVAL FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM INTERTECT OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN. NOTE 5. PROVIDE AND INSTALL PAINTED PLYWOOD DRESSING ROOM SEAT 17" A-F.F. - REFER. TO DETAIL 6/A-5. NOTE 6. PROVIDE AND INSTALL PLASTIC LAMINATE FINISHED CASHIER COUNTER C10 2'-I0" A.F,F. - REFER TO DETAIL 4/A-4, COORDINATE WITH ELECT, DWG. FOR POWER AND DATA. NOTE 7. 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD - REFER "TO DETAIL. g; A-5. NOTE 8. PROVIDE NEW CARPETING IN MANAGER'S" OFFICE ROOM 106, COORDINATE COLOR AND STYLE WITH OWNER. 2 PERMITS/FEES/INSPECTIONS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE WORK. DOOR AND HARDWARE NOTES t ALL HARDWARE SHALL BE LEVER ACTION EQUAL TO 5CHLAGE 'S SERES-RHODES. # PROVIDE FLOOR STOPS; HINGES; AND SILENCERS AT ALL DOORS. * NON -RATED INTERIOR SWINGING DOORS SHALL BE OPENABLE BY A FORCE OF NOT MORE THAN 5 POUNDS APPLIED TO THE LATCH STILE. * EXTERIOR SWINGING DOORS SHALL BE OPENABLE BY A FORCE OF NOT MORE THAN 8.5 POUNDS APPLIED TO THE LATCH STILE. OVERHEAD DOOR NOTE: THE GENERAL CONTRACTOR SHALL SUBMIT SIGNED AND SEALED ENGINEERING SHOP DRAWINGS FROM THE DOOR MANUFACTURER SHOWING THAT THE OVERHEAD DOORS ARE CONSTRUCTED TO WITHSTAND THE POSITIVE AND NEGATIVE PRESSURES OF 32 P.S.F. AS DETERMINED BY THE STANDARD BUILDING CODE SECTION 1205 AND THE AUTHORITY HAVING JURISDCTION. EACH ASSEMBLY SHALL BE TESTED FOR A TIME PERIOD PER S.B.0-. 1205 AND 1.5 TIMES THE DESIGN PRESSURE (S.B.C. 2505.4). THE SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER AND SUBMITTED TO THE BUILDING AUTHORITY HAVING JURISDICTION FOR APPROVAL. FINISHES L ALL AREAS TO RECEIVE 12"02"xi/8" VINYL COMPOSITE TILE (V.C.T.) EQUAL TO AR1`15TRONG 'EXCELLON' 4" VINYL COVE BASE; 2 COATS SEMI -GLOSS ENAMEL WALL PAINT EQUAL TO SHERWIN WILLIAMS; UNLESS OTHERWISE NOTED. 2. MANAGER'S OFFICE #106 TO RECEIVE 28 oz. LEVEL LOOP, DIRECT GLUE DOWN CARPET EQUAL TO PATC12AFT "GALLEO5% 4" VINYL COVE BASE; WALLS AND CEILING TO BE PAINTED AS NOTED ABOVE. 3, SHIPPING/RECEIVING AREA #111, TO RECEIVE CONCRETE SEALER EQUAL TO 50NNEBORN "LAPPOLITH" CONCRETE HARDENER AND DUST PROOFER. (ALTERNATE BID ITEM #2 TO BE ASHFORD FORMULA FLOOR SEALER AS MANUFACTURED BY CONCRETE CHEMICAL COMPANY, INC. 601/489-5663). 4. EXPOSER STRUCTURE, INCLUDING CONPUTS, PIPING, DUCTWORK, ETC. TO BE PAINTED UTILIZING DRY FOG METHOD, COLOR TO BE, WHITE, 5, ALL COLORS TO BE SELECTED BY OWNER PROD MANUFACTURER'S STANDARD COLO SELECTION. 21 WINDOW SCHEDULE \ 12'-0" WIDE x T-2" HIGH ALUMINUM STOREFRONT FRAME WITH F. STOREFRONT DOOR OPENING.' INTERTECT j f DESIGN GROUP, INC. I 2 6'-0 WIDE x 7-2 HIGH ALUMINUM STOREFRONT FRAME WITH STOREFRONT DOOR OPENING. 1080 Woodcock Road, Suite 200 Orlando, Florida 32803 http://www.idamm.com O 6"-0" WIDE X 5-2" HIGH, ALUMINUM FRAME WINDOW UNIT (407) 897-350 < WINDOW UNIT, RA C002009 4'-0' WIDE X 4'-0" HIGH HOLLOW METAL FRAriE CL l; 2 5'-0" WIDE X 4.-0" HIGH HOLLOW METAL FRAME WINDOW UNIT. _ i 2`-8" WIDE X 4'-0" HIGH HOLLOW METAL FRAME WINDOW UNIT. C -_— -- ---- * REFER T 0 WINDOW TYPES ON SHEET A-2. ff�� ALTERNATE BD ITEM -ADDITIONAL CONC. SLAB AND FENCE FOR EXTERIOR STORAGE i PLUMBING DESIGN: DOCUMENTS ILLUSTRATING THE DESIGN AND LAYOUT OF MODIFICATIONS TO THE BASE BUILDING AND/OR EXISTING PLUMBING SYSTEM(S) (RELATING TO THE NEW WORK) AND ALL NEW PLUMBING INSTALLATION(5) SHALL BE; * PROVIDED BY ASSOCIATED CONSULTING ENGINEER5. REFER TO ENGINEERING DRAWING FOR ADDITIONAL INFORMATION_ _ 2- DCOfR SCHEDULE PR. 3'--0" X 7"-0" ALUMINUM AND GLASS STOREFRONT DOOR IN ALUM. Q_ p 3"-O' X 7'-0" ALUMINUM AND GLASS STOREFRONT DOOR IN ALUM. FRAME t- {� 3'-0' x 7-0" x 1 3/4" INSULATED METAL CLAD DOOR IN HOLLOW METAL o u FRAME. REFER TO DETAIL 6/A-3 AND 3/A-3 SIM. 10'-0" WIDE X 8"-0" HIGH MANUAL ROLL -UP DOOR. REFER TO D DETAIL 7/A-3. E 3'-0" x 7"-0" x 1 3/4" THK. SOLID CORE WD. DOOR IN HOLLOW NET. FRAME F PR. 3'---0" x 7"-0" x 1 3/4" THK. SOLID CORE WD. DOOR IN HOLLOW MET, FRAME. PROVIDE 8' WIDE x 20" LONG x 1/4" TEMP. GLASS VIEW PANEL EACH LEAF. n 2"-6' x 5'-0" x 1 3/4" THK. SOLID CORE WD, DOOR IN HOLLOW MET. FRAME. i U1 PROVIDE TOP AND BOTTOM CLOSURE PLATES ON H.M. FRAME. HARDWARE SCHEDULE ADAMS RITE 4560 LEVER ACTION DEAD LATCH; OFFSET PIVOT HINGES, CONCEALED `o CLOSER. TOP/BOTTOM FLUSH BOLTS ON INACTIVELEAF, WEATHERSTRIPPING, PEMKO #2005A THRESHOLD. it T ~ LOCKSET, OVERHEAD CLOSER, STOKEGUARD, RANGUARD, WEATHERSTRIPPING, @1 PEMKO #2005A THRESHOLD. 3 MANUF, STANDARD PADLOCK HASP, WIND LOCK AND CHAIN RETAINER. L Fd] PRIVACY SET, 5PRINC HINGE CLOSERS. 0 LOCKSET. LOCKSET, INTEGRAL "T' ASTRAGAL ON ACTIVE LEAF; TOP AND BOTTOM FLUSH BOLTS ON INACTIVE LEAF, O.H. CLOSERS Q PRIVACY SET, O.H CLOSER. a FINISH MATERIAL NOTES + ALL MATERIALS SHALL C011PLY WITH AT LEAST THE MINIMUM REQUIREMENTS STATED BELOW. ALL SPACES SHALL BE CONSIDERED ACCESSIBLE IN COMPLYING WITH THE STANDARDS NOTED BELOW. ALL WALL AND CHUNG FINISH MATERIALS INCLUDING VINYL AND' RUBBER BASE, SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84 AND SHALL COMPLY WITH CLASS B INTERIOR FINISH WITH FLAME SPREAD 26-75, AND SMOKE DEVELOPED 0-450. EXCEPT AS NOTED BELOW. * ALL EXPOSED WOOD TRIM REGARDLESS OF FINISH, SHALL BE OF A SPECIES OTHER THAN PINE AND IN NO CASE SHALL THE FLAME SPREAD CLASSIFICATION EXCEED 200 AND SMOKE DEVELOPED 0-450, AS A CLASS C" INTERIOR FINISH MATERIAL. MATERIALS LE55 THAN 1/28 INCH THICK WHICH ARE CEMENTED TO THE SUBSTRATE WHICH NAVE FLAME SPREAD CHAP,ACT&Q15TICS NO GREATER THAN PAPER. OF 1/28 INCH THICKNESS DO NOT HAVE TO BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84. • MATEOAL.5 SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR SURFACE WHEN APPLIED TO WALL OR CEILING SHALL MEET THE REQUIREMENTS OF A CLASS A' INTERIOR FINISH. * INTERIOR FINISH MATERIAL SHALL BE CEMENTED OR. OTHERWISE FASTENED IN PLACE SO THAT THEY WILL NOT READILY BECOME DETACHED WHEN SUBJECTED TO ROOM TEI`IP&A.TURES OF 300 DEGREES F. FOR 25 MINUTES. FLOORING MATERIALS SHALL HAVE A MINIMUM OF CLASS II INTERIOR FLOOR FINISH RATING AS CLASSIFIED IN ACCORDANCE WITH NFPA 253. * CARPET INCLUDING PAD, WHEN 5PECIFIED, SHALL COMPLY WITH CLASS 11 INTERIOR FINISH REQUIREMENTS NOTED ABOVE. * IF CARPET OR CARPET TILE 15 USED ON A GROUND OR FLOOR SURFACE, THEN 1T .SHALL BE SECURELY ATTACHED, HAVE A PIP -11 CUSHION, PAD, OR BACKING, OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH, EXPOSED EDGES OR CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE A TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE, CARPET EDGE TRIM SHALL COMPLY WITH CHANGES IN LEVEL SECTION OF THE AMERICAN5 WITH DISABILITIES (ADA) LATEST EDITION GROUND AWL FLOOR SURFACES ALONG' ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOOR5, WALKS, RAMPS, STAIRS, AMC) CURB RAMPS SHALL BE STABLE, FIRM, SHALL HAVE A SLIP RESISTANT FINISH, AND SHALL COMPLY WITH GROUND AND FLOOR SURFACES SECTION OF ''ACCESSIBILITY REQUIREMENTS MANUAL" NOTED ABOVE, AND SHALL COMPLY WITH "CHANGES IN LEVEL" REQUIREMENTS. CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1j4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGE5 IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 (SEE FIGURES 7(c) AND 7(d)). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BE MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMP REQUIREMENTS FOR THE DISABLED. i/4 MAX_ FIG. 7(c) FIG. 'l(d) GENERAL PLANS REVIELI 4 GDoKLJIN," I IUN NU I I=* CODE REQU I REMENT5- IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS & RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. FLORIDA HANDICAPPED ACCE55151LITY: IT 15 THE INTENT THAT ALL WORK U FORM WITH THE FLORIDA ACCE551BILIT) REQUIRE ANUAL. JANUARY IggO (FIRST EDITION, FIRST P �C- c �_ ��OL � •%.o. * AMERICAN5 WITH DISABILITIES ACT: WHILE INTERTECT DESIGN GROUP, INC. HAS TAKEN MUCH CARE AND IMPOSED PROCEDURAL STANDARDS WITH THE INTENT OF ADA COMPLIANCE (EFFECTIVE JANUARY 26, IgA2) THESE DRAWINGS ARE PROVIDED WITH NO WARRANTY EITHER EXPRESSED OR IMPLIED OF SAID COMPLIANCE AND INTERTECT OFFICERS, STAFF AND/OR RETAINED CONSULTANTS ASSUME NO LEGAL. RESPONSIBILITY FOR THE ACCURACY OF THE PRESENTATIONS, NOTES, OR OTHER INFORMATION CONTAINED HEREIN, NEITHER IS LIABILITY ASSUMED FUR THE OUTCOME OF DECISIONS, CONTRACTS, COMMITMENTS OR OBLIGATIONS MADE ON THE BASIS OF THIS INFORMATION. ELECTRICAL AND MECHANICAL ENGINEERING: ELECTR.!CAL AND MECHANICAL INFOP 1ATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORDINATION OF THE: ARCHITECT'S/ DESIGNER"S WORK. THE ELECTRICAL, MECHANICAL-, AND PLUMBING CONTRACTORS SHALL BE RESPONSIBLE FOR SUBMITTING THEIR DRAWNGS TO THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. * EXISTING CONDITIONS: THE CONTRACTOR. SHALL VERIFY EXISTING CONDITIONS AND FIELD COORDINATE CORRECTIVE ACTION AS REQUIRED. THE CONTRACTOR SHALL NOTIFY INTERTECT DESIGN GROUP, INC. OF ALL CONF=LICTS AND DISCREPANCIES THAT AFFECT THE: WORK PRIOR TO PROCEEDING. AIR. QUALITY: THE GENERAL CONTRACTOR SHALL ADHERE TO THE INDOOR AIR OUAUTY RULES AND REGULATIONS ACCORDING TO THE NATIONAL HEALTH ASSOCIATION (I.E. NO HEAVY BODY VOCE). 9 ft i C' it N 1 Qi ct 'CS m Q� n Z � o I tiV I `I 1 1 I ft C' it N m Q� n Z � o 0 o � 1 O o O --- ci \ 3 a U_ o Q } c o O n 48" CANOPY EXTENSION w (6) :ND CONTINUOUS METAL I X 8 SUSPENDED FLUORESCENT LIGHT FIXTURE. REFER TO ELECT. ENGINEERS DWGS. '--I I X 4 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE. DRIVEN FASTENERS AT REFER 'PO ELECT. EN WER"S DWGS, NEAREST ROOF PURLIN AT 32" O.C., MAX. DENOTES WALL MOUNTED FLUORESCENT LIGHT FIXTURE. _ REFER TO ELECT, ENGNEER"S DWGS. WALL MOUNTED EXTERIOR LIGHT FIXTURE. REFER TO } ELECTRICAL ENGINEERS DRAWINGS. ------ WALL MOUNTED INCANDESCENT LIGHT FIXTURE. REFER TO F ELECTRICAL ENC,INEER'S DRAWINGS. RECESSED EXTERIOR DOWNLIGHT FIXTURE. MOUNTED IN SOFFIT. REFER TO ELECTRICAL ENGINEER'5 DRAWINGS. MOUNTED LIGHT FIXTURE WITH BATTERY BACK. -UP FOR -----LAYER GYP. BD. AS SPECIFIED, FROM EMERGENCY EGRESS ILLUMINATION (TWIN SPOTS).. REFER ELECTRICAL DRAWINGS FOR EXACT LOCA -MONS. WALL MTD. ILLUMINATED EXIT SIGN: SHADED OUARTW(S) DENOTE ILLUMINATED FACE(S). ARROWS DE-NOTE' j DIRECTION REFER TO ELECTRICAL DRAWINGS FOR EXACT LOCATIONS. GYPSUi 1 BOAPPD THICKNESS: i/2" DENOTES EXHAUST PAN ("N. TWO ) PER 71 TYPICAL. THIS WALL TYPE, SSOUAREFOOT OF FLROOARE ) WITH ON/ OF I I ` UNLESS OTHERWISE NOTED. LIGHTED PILOT SWITCH. HVAC DIFFUSER (SUPPLY). SUGGESTED LOCATION ONLY. `- REFER 10 MECHANICAL DRAWINGS FOR EXACT LOCATIONS. € HVAC DIFFUSER (RETURN). SUGGESTED LOCATION ONLY. PCONTINUOUS METAL STUD RUNNER, ANCHOR TO REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS. BUILDING STANDARD LIGHT SWITCH, MOUNTED AT 48" tfr ABOVE FINISHED FLOOR. HVAC DE51C�N: DOC.UMENT5 ILLUSTRATNG THE DESIGN AND LAYOUT OF MODIFICATIONS TO THE BASE BUILDING AND /OR EXISTING HVAC SYSTEMS) (RELATING TO THE NEW WORK.) AND ALL NEW HVAC CONSTRUCTION SHALL BE; « PROVIDED BY ASSOCIATED CONSULTING ENGINEERS. REFER TO ENGINEERING DRAWING FOR ADDITIONAL INFORMATION. ELECTRICAL DE51GN: DOCUMENTS ILLU5TRATIN6 THE DESIGN AND LAYOUT OF MODIFICATIONS TO THE BASE BUILDING AND j OR EXISTING ELECTRICAL SYSTEMS) AND ALL NEW ELECTRICAL- SYSTEMS) CONSTRUCTION SHALL BE; i PROVIDED BY ASSOCIATED CONSULTING ENGINEERS. REFER TO ENGINEERING DRAWING FOR ADDITIONAL INFORMATION. TELEPHONE EQUIPMENT: PUkCHASE AND INSTALLATION OF- TELEPHONE EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE OWNER, THE GENERAL CONTRACTOR SHALL PROVIDE ONE (1) SEPARATE CIRCUIT &LEC. OUTLET (FOR SAID TELEPHONE EOUIPI'1ENT), ONE (1) FIRE TREATED PLYWOOD MOUNTING (SIZE AS R&OUIRED, PAINTED TO MATCH WALL), AND ONE 2" EMT "HOMERUN" FROM T.T.B. TO THE SITE SERVICE LOCATION. OWNER SHALL BE RESPONSIBLE FOR ALL TELEPHONE CABLE AND CONNECTIONS, COORDINATE TELEPHONE INSTALLATION TO AVOID CONFLICTS W THE CONSTRUCTION SCHEDULE. UN -REFERENCED PLAN NCTE5 PROVIDE AND INSTALL PAINTED GYP BOARD CEILING AT 8 —0" A.F.F. AT MANAGERS OFFICE AND TOILETS AS SHOWN. * PROVIDE AND INSTALL HVAC SYSTEM THROUGHOUT — REFER TO MECHANICAL ENGINEER'S DRAWINGS. * PROVIDE AND INSTALL 6" BATT INSULATION ABOVE GYP. BOARD CEILING AT TOILETS ONLY LOCATIONS AND DESCRIPTIONS OF MECH. & ELEC. ITEMS SHOWN ON REFLECTED CEILING PLANS ARE SUGGESTED ONLY (UNLESS OTHERWISE NOTED). REFER TO ELECTRICAL AND MECHANICAL ENGINEERS DRAWINGS FOR LOCATIONS, DESCRIPTIONS AND OTHER ADDITIONAL INFORMATION. 2 WINDOW T'T`PE5 17-0" A' -O' C DENOTES TEMP. GLASS --- -5 -0' a�I N 1 i4 M 7-8' 2'-4" II 5 �� I 6`0" t 0 31N. NOTES: I. WINDOW TYPES A, B AND C ARE CLEAR ANODIZED ALUMINUM FP.AMES WITH 1/4" THK. TINTED GLASS (TINT COLOR TO BE SELECTED). 2. WINDOW TYPES D, E AW F ARE PAINTED HOLLOW METAL FRAf ES WITH 1/4" THK. CLEAR GLASS (FRAME COLOR TO BE SELECTED). 3. ALL GLASS IN WINDOW TYPES A, B, D AND F (INCLUDING STOREFRONT DOORS) SHALL BE TEMPERED. w WALL 6ECTICN DRYWALL EDGE TRIM - TYPICAL ALL EXPOSED (VISIBLE) EDGES !0'-0" A.F.F. CONTINUOUS METAL STUD RUNN Q TERMINATE GY'P. BOARD AT CEILING HT. WHERE APPLICABLE CONTINUOUS METAL STUD RUNNER, ANCHOR. TO rJ '--I PROVIDE HORIZONTAL STUD BRACE TO DRIVEN FASTENERS AT f. NEAREST ROOF PURLIN AT 32" O.C., MAX. ,STUD JOISTS @ 24" O.C., WHERE APPLICABLE ISOUND INSULATION BATTS TO 8'-6" A.F.F. ------ — AT PORTION OF WALL AT TOILET #112 JO 10'-0" A.F.F. (UNLESS NOTED OTHERWISE) METAL STUDS AT 16" O.C., MAX. W/ ONE (1) FLOOR C -----LAYER GYP. BD. AS SPECIFIED, FROM SLAB TO DECK .ABOVE f I NOTE: NE-TAL STUD SIZE: 3.5/8" ��' GYPSUi 1 BOAPPD THICKNESS: i/2" TYPICAL. THIS WALL TYPE, I I ` UNLESS OTHERWISE NOTED. CONTINUOUS METAL STUD RUNNER, ANCHOR TO `- ---SLAB W'/ POWDER DRIVEN FASTENERS ® 24" O.C. € PCONTINUOUS METAL STUD RUNNER, ANCHOR TO - SLAB W/ POWDER DRIVEN FASTENERS 24" O.0 —4" VINYL COVE BASE (TYPICAL) ---4" VINYL COVE BASE (TYPICAL) I i 1 l Sect I on I` F2Fuja - 2 WALL 6ECTICN DRYWALL EDGE TRIM - TYPICAL ALL EXPOSED (VISIBLE) EDGES !0'-0" A.F.F. CONTINUOUS METAL STUD RUNN Q TERMINATE GY'P. BOARD AT CEILING HT. WHERE APPLICABLE "t, SOUND INSULATION BATTS OVER CEILING PAINTED GYP. BOARD CEILING ON 6" MET. > JOISTS c9 24" O.C., WHERE APPLICABLE STUDS AT 16" O.C., MAX. W/ ONE (I) GYP. BD. AS SPECIFIED, FROM FLOOR SLAB DERSIDE OF SUSPENDED CEILING ABOVE. C rte' NUI E KETAL- STU© SIZE: 6" ��'� GYPSlJl1 BOAQ0 THICKNESS: I/211 TYPICAL THIS WALL UNLESS OTHEQWISE NOTED. CONTINUOUS METAL STUD RUNNER, ANCHOR. TO rJ 1/211 PAINTED C.YP. BOARD CEILING ON 6" ME -TJ DRIVEN FASTENERS AT 24" O.0 ,STUD JOISTS @ 24" O.C., WHERE APPLICABLE !METAL- STUDS AT 16" O.G., MAX. W/ ONE (I) ------ LAYER GYP. BD, EACH SIDE, FROM FLOOR SLAB JO 10'-0" A.F.F. (UNLESS NOTED OTHERWISE) C NOTE: !'1E: T AL STUD SIZE '- 3.5/8" f Gyp SU(" I BOAkD THICKNESS: 112" C TYPICAL THIS WALL TYPE, ��' UNLESS OTHE2WISE NOTED. I FURNISH AND INSTALL SOUND INSULATION BATTS '8'-6" A.F.F., TYP. PCONTINUOUS METAL STUD RUNNER, ANCHOR TO SLAB W/ POWDER DRIVEN FASTENERS 24" O.0 —4" VINYL COVE BASE (TYPICAL) 2 Wa i I6eCt !On "t, SOUND INSULATION BATTS OVER CEILING PAINTED GYP. BOARD CEILING ON 6" MET. > JOISTS c9 24" O.C., WHERE APPLICABLE STUDS AT 16" O.C., MAX. W/ ONE (I) GYP. BD. AS SPECIFIED, FROM FLOOR SLAB DERSIDE OF SUSPENDED CEILING ABOVE. C rte' NUI E KETAL- STU© SIZE: 6" ��'� GYPSlJl1 BOAQ0 THICKNESS: I/211 TYPICAL THIS WALL UNLESS OTHEQWISE NOTED. 3 uja I 6ect 'Ion As2 5 i CONTINUOUS METAL STUD RUNNER, ANCHOR. TO SLAB WITH POWDER DRIVEN FASTENERS AT 24" O.0 3 uja I 6ect 'Ion As2 5 i �PWAO C k I i z ... A. i ALUMINUM WINDOW/STOREFRONT DETAIL ' d INTERTECT DESIGN GROUP, INC. 1080 Woodcock Road, Suite 200 I Orlando, Florida 32803 I PRE -FIN. METAL WALL PANEL AND http:ilwww.idgcam.com 3" THK. BATT INSULATION (407) 897-3500 AA 0002009 11/'2tt THK. PAINTED GYP. BOARD OVER 3 5/8" MET. STUDS TO UNDERSIDE OF STRUCTURE/DECK, @ 24" O.C.. MAX. II z PREFORMED DRIP FLASHING AND 1INSIDE CLOSURE, CONTINUOUS ------ SEALANT" CONT, 1/2" THK. P.T. WD. BLOCKING f ALUMINUM WINDOW FRAME WITH CONT. ! 1/4" THK. TINTED, TEMPERED I - CAULK. GLASS, OVER P,T. WOOD SHIM r 6 116__- 0" -- EAVE HT. P " I f08 -p" pea b Detail NOTE: = 1-0" GLASS TINTING AND FRAME T.O. C.M.U.� _ 3 1 1/2" (J"4M8 SIM.), ,� � COLOR U BE SELECTED BY OWNER (TYPICAL_) $ ALUMINUMWINDOILI SILL DETAIL -- T.O. SLAB i I 116-0" _ EAVE HT. �1.08'-0'• T.O. C.M.0-- 100'-0 T.O. SLAB 4 DENOTES TEMP. GLASS A Front Elevation - I_v --- ALUM./GLASS FRAMING, SEE- A-2 EEA-2 FOR SCHED. 18' NIGH CHAIN { - LINK. FENCE. 8' HIGH CHAIN iPR. 4' MAN LINK FENCE. GATES I- \ 8 HIGH LINK FENCE.; Rear Elevation I/8'° I 01, A A - PRE -FORE �D, Pf2c-FINISHED -- METAL WALL PANELS 114'-0" b EAVE HT. • l I i P T.O. SLAB - - - -- 8' HIGH CHAIN 1 LINK FENCE. C RI!2ht Elevation ALUMINUM STOREFRONT THRESHOLD DETAIL l ALUT1. TWESHOLD W/ WEATHEQ- STRIPPING BY PEMKO, MODEL 1 r 2005A OR APPROVED EQUAL. a 0 a� 1/4" EXP. JOINT W/ FILLER 1 MATERIAL. / 4" THICK CONC. WALK. SLOPE -I/41,/FT. �. 0 00 ALUMINUM STOREFRONT SILL DETAIL I 6" DIA. CONC. - FILLED PIPE ? B0LL.AR.D-PAINT; 4 ) T_ --- - _ - ALUM. STOREFRONT W/ 1/4" THK. TEMP. GLAZING. r�\ ALUM. FLASHING SET IN MASTIC. - - I I 1/4" EXP. JOINT W/ FILLER MATERIAL. I ` 14'" THICK. CONC. WALK. SLOPE 1 Threshold Detail. 4 sill Detail. 6 • A-5 j 6"cr! CONC. FILLED! PIPE BOLLARD PRE -FORMED, PRE -FINISHED METAL WALL PANELS D t Elevation I SECTION INTERIOR GLAZING (H,M.) I HOLLOW METAL FRAME j (PROFILE DIMENSIONS TO MATCH BLDG STD.) 1 MINI -BLINDS BY TENANT, NOT IN CONTRACT. APPLIED STOP AT OFFICE 51PE INTERMEDIATE MULLION 1 WHEN DENOTED WALL CONSTRUCTION PER PLAN ----------HT. NOTED .._._ head DBL. METAL STUDS AND 1- -- ANCHORS -ANCHORS AS REQUIRED y_ WIDTH AS NOTED -_ __------ ----------- --- - jamb i , I GLA55 PER SPECIFICATION I (CLEAR 1/4" TEMP. U.O.N.) 1 NT. NOTED CONTINUOUS CALKING i- WALI CONSTRUCTION PER BEAD TYPICAL - PLAN VERIFY THICKNESS, TYPICAL. 5 5ection METAL BUILDING MANUFACTURER"5 GALVALUME 24 GA. METAL _ METAL WALL PANELS WITH/ 3" BUILDING MANUFACTURER'S METAL BATT IN INSULATION ROOF PANELS A f --iMETAL BUILDING A IMANUFACURER'5 4' A-4 A- (CANOPY EXTENSION 1 _ .112 717114� 114'-0" � - --- - e \ - i METAL BUILDING r1ANUFACTURE12'5 PRE-ENGINEERED METAL ---- VINYL FACED ROOF INSULATION - BUILDING 5TRUCTUPe R-19 MIN, STANDARD WHITE CA5Hb2;5 COUNTER - - --� REFER TO INDICATED DETAIL b II 4 A_4 14" THK. REINF. CONC. SL B !OVER POLY VAPOR BARRIFR ON TERMITE -- - TREATED COMPACTED HL !i 1 i - T,O. SLAB!,, Y kNNF. TURNED DOWN F04TIN6 - REFER TO STRUCTURAL 5ullding Cross Section SCALE: 3/16" = 1"-0" TOILET ROOM SCHEDULE �PROV151ON5 FOR BARRIER FREE TOILET ROOM PLUMBIM; FIXTURE 5CHE0ULE I 7'-0 1/2" MIN. , 1 O - WALL MOUNTED SOAP DISPENSER. POLISHED CHROME FINI`5H. BRADLEY 60" MIN ' - -� --- -- . MODEL 6562, OR APPROVED EQUAL. + 1 1/2" DIA. URA 6' m 111N.' WALL MOUNTED MIRROR WITH CONCEALED CLIP f LTG AND BAR., T'rPICAL POLISHED CHROME FRAME, APPROXIMATE SIZE: 24" X 36" \ - C -FOLD PAPER TOWEL DISPENSER: SURFACE MOUNTED ON WALL. I c, ( T POLISHED CHROME FINISH. BRADLEY MODEL #250-33, OR APPROVED EOUAL. �- +- \+ , I fii log TOILET TISSUE DISPENSER: DOUBLE ROLL, 5URFACE MOUNTED, ON WALL. `! i I u POLISHED CHROME FhNISH. BRADLEY MODEL #5241, OR APPROVED EQUAL. j BARRIER FREE GRAB BAR: 1-1/2" DIAMETER, 1-1/2" CLEARANCE FROM WALL �� s�� � � i i ' Z_ WATER CLOSET.• FACE, STAINLESS STEEL, BRUSHED FINISH, LENGTH AS INDICATED. �• w BRADLEY MODEL #812, OR. APPROVED EQUAL. , ii i 7- I I � BARRIER FREE DRINKING FOUNTAIN REFER TO "PROVI5IONS FOR BARRIER 1- FP_EE DRINKING FOUNTAIN' THIS SHEET -� GALVALUME 24 GA METAL BUILDING MANUFACTURER'S METAL ROOF PANELS ON ANY CONST. REQUIRING STRUCTUAL STEEL DRAWINGS WILL REQUM'E AN AS-CUi=_T c aT FRO � AN INDEP' NIDE eT STRUCTUAL ENG. ON THE PLACc �4EN T OF THZ SW& _ 114 -0" G - - -- - - EAVE HT. 100'-0" T.O. SLAB i HOLLOW METAL DOOR JAMB DETAIL I I 1/2" THK. PAINTED GYP. BOARD OVER 3 5/8" MET. STUDS FROM FLOOR. SLAB TO UNDERSIDE OF -� STRUCTURE /DECK, @ 24" O.C., MAX. CONT. 1/2" THK. \ P.I. WD. BLOCKING CONT. CAULK- - DOOR LEAF I /,--FASTENER F —1 SEALANT ---\r j JAMB PRE -FIN, METAL FLASHING BLIND RIVET -- \WALL PANEL AND 3" THK. NEM FLASHING -J ! BATT DGGR GPENING INSULATION DOOR JAMB —J \------- EXTERIOR (0 Jamb [Detail 3`- 1-0 (HEAD SIMILAR) 0 I 1 \ 1 1 O � I li i reTAL BUILDING -- - MANUFACTURER j CANOPY ERTEN' PAINTED METAL GU AND DOWNSPOUT -- --J PTD. GYP. BOARD CLC. ON 6" \ METAL STUD JOISTS @ 24" W/ 6` SOUND BATT INSULATION ABOVE CLC. 1 II g I' \� I ;METAL 1111(;1, MFR'S ,I II ii �� ! I I I • � � ---� METAL WALL PANELS W/ 13" BATT. INSULATION I I I PRE -FORMED C SPLASHBLOCK REFER TO HANDICAPPED ACCESSIBILITY DETAILS THIS SHEET. 2 Toilet Rm. Schedule A-4 OPT.=D00 _.�-------- - - LOCATION 60" x 56/59" 30" x 48" CLEAR FLOOR 32" MIN. CLEAR FLOOR SPACE AT W.C.- ; SPACE AT LAV, SHALL COMPLY NOTE: _ IN NEW CON5TRUCTIONA LAVATORY SHALL BE PROVIDED WITHIN THE ACCESSIBLE TOI_ET STALL. THE LAVATORY SHALL NOT ENCROACH INTO THE REQUIRED CLEAR FLOOR SPACE FOR THE WATER CLOSET THE LOCATION SHOWN P012 THE LAVATORY IS ONE OF MANY P055BLE LOCATIONS WITHIN THE ACCE551BLE TOILET SPACES. THE WATER CLOSET SHALL BE LOCATED IN THE CORNER DIACONAL TO THE DOOR. THE TOILET STALL DOOR SHALL NOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE FOR ANY FIXTURE. FLUSH CONTROL SHALL COMPLY WITH SECTION 11.4.16.5 3 Clearance lDetail A -4 SCALE: 3/8" = 1'-0" 2 PROVISIONS FOR BARRIER FREE DRINKING FOUNTAIN 1 SPOUT HEIGHT. SPOUTS SHALL BE NO HIGHER THAN 36 INCHES, MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. SPOUT LOCATION AND CONTROLS. WHERE WATER FOUNTAINS OR OTHER. MEANS OF DISPENSING WATER ARE PROVIDED, AT LEAST ONE SUCH FOUNTAIN OR DEVICE SHALL BE ACCESSIBLE AND SHALL HAVE UPFRONT SPOUTS AND EITHER HAND --OPERATED OR HAND -AND -FOOT OPERATED CONTROLS. THE SPOUT SHALL PROVIDE A FLOW OF WATER. AT LEAST 4 INCHES HIGH SO AS TO ALLOW THE INSERTION OF A, CUP OR GLASS UNDER THE FLOW OF WATER, CLEARANCES. 1. WALL -MOUNTED AND POST -MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOf 1 OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 17 INCHES TO Iq INCHES DEEP (SEE FIGURES 27(a) AND 27(b)). SUCH UNITS SHALL ALSO HAVE A MINIMUM CLEAR FLOOfZ SPACE 30 INCHES BY 48 INCHES TO ALLOW A PERSON IN A WHEELCHAIR TO APPROACH THE UNIT FACING FORWARD. 2. FREESTANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES THAT ALLOWS A PERSON IN A WHEELCHAIR TO MAKE A PARALLEL APPROACH TO THE UNIT (SEE FIGUP-ES BELOW) THIS CLEAR FLOOD SPACE: SHALL COMPLY WITH "SPACE ALLOWANCES AND REACH RANGES - CLEAR FLOOR" OR "GROUND SPACE FOR WHEELCHAIRS". AR MIAI f . z l I � i N � fY) I'q. 27(a) 1.q. 27(b) 3 t U i o METAL BUILDING MANUFACTURER'S VINYL FACED ROOF INSULATION - - 12-1q MIN. STANDARD WHITE L � o ALUMINUM WINDOW FRAME WITH I a i s —� 1/4" THK, TINTED, TEMPERED I �\ 1/2" PTD. GYP, BOARD OVER 3 5 j 8" MET. � CONT. ' i GLASS, OVER P T. WOOD SHIM FURRING STUDS @ 16" O.C., FROM FLOOR CAULK I 1 -- --- ---- 0 POO SLAB TO TOP STRUCURE%DECK ABOVE PLAS. LAM. � SEALANT REINF. TURNED DOWN FOCTINC. FIN. STOOL I % ALUMINUM FLASHING - FINISH REFER TO STRUCTURAL I `, ---� TO MATCH WINDOW FRAME O � II I I I i 4 Bu f ld eng Loreltudinal I 5ectfor A f --iMETAL BUILDING A IMANUFACURER'5 4' A-4 A- (CANOPY EXTENSION 1 _ .112 717114� 114'-0" � - --- - e \ - i METAL BUILDING r1ANUFACTURE12'5 PRE-ENGINEERED METAL ---- VINYL FACED ROOF INSULATION - BUILDING 5TRUCTUPe R-19 MIN, STANDARD WHITE CA5Hb2;5 COUNTER - - --� REFER TO INDICATED DETAIL b II 4 A_4 14" THK. REINF. CONC. SL B !OVER POLY VAPOR BARRIFR ON TERMITE -- - TREATED COMPACTED HL !i 1 i - T,O. SLAB!,, Y kNNF. TURNED DOWN F04TIN6 - REFER TO STRUCTURAL 5ullding Cross Section SCALE: 3/16" = 1"-0" TOILET ROOM SCHEDULE �PROV151ON5 FOR BARRIER FREE TOILET ROOM PLUMBIM; FIXTURE 5CHE0ULE I 7'-0 1/2" MIN. , 1 O - WALL MOUNTED SOAP DISPENSER. POLISHED CHROME FINI`5H. BRADLEY 60" MIN ' - -� --- -- . MODEL 6562, OR APPROVED EQUAL. + 1 1/2" DIA. URA 6' m 111N.' WALL MOUNTED MIRROR WITH CONCEALED CLIP f LTG AND BAR., T'rPICAL POLISHED CHROME FRAME, APPROXIMATE SIZE: 24" X 36" \ - C -FOLD PAPER TOWEL DISPENSER: SURFACE MOUNTED ON WALL. I c, ( T POLISHED CHROME FINISH. BRADLEY MODEL #250-33, OR APPROVED EOUAL. �- +- \+ , I fii log TOILET TISSUE DISPENSER: DOUBLE ROLL, 5URFACE MOUNTED, ON WALL. `! i I u POLISHED CHROME FhNISH. BRADLEY MODEL #5241, OR APPROVED EQUAL. j BARRIER FREE GRAB BAR: 1-1/2" DIAMETER, 1-1/2" CLEARANCE FROM WALL �� s�� � � i i ' Z_ WATER CLOSET.• FACE, STAINLESS STEEL, BRUSHED FINISH, LENGTH AS INDICATED. �• w BRADLEY MODEL #812, OR. APPROVED EQUAL. , ii i 7- I I � BARRIER FREE DRINKING FOUNTAIN REFER TO "PROVI5IONS FOR BARRIER 1- FP_EE DRINKING FOUNTAIN' THIS SHEET -� GALVALUME 24 GA METAL BUILDING MANUFACTURER'S METAL ROOF PANELS ON ANY CONST. REQUIRING STRUCTUAL STEEL DRAWINGS WILL REQUM'E AN AS-CUi=_T c aT FRO � AN INDEP' NIDE eT STRUCTUAL ENG. ON THE PLACc �4EN T OF THZ SW& _ 114 -0" G - - -- - - EAVE HT. 100'-0" T.O. SLAB i HOLLOW METAL DOOR JAMB DETAIL I I 1/2" THK. PAINTED GYP. BOARD OVER 3 5/8" MET. STUDS FROM FLOOR. SLAB TO UNDERSIDE OF -� STRUCTURE /DECK, @ 24" O.C., MAX. CONT. 1/2" THK. \ P.I. WD. BLOCKING CONT. CAULK- - DOOR LEAF I /,--FASTENER F —1 SEALANT ---\r j JAMB PRE -FIN, METAL FLASHING BLIND RIVET -- \WALL PANEL AND 3" THK. NEM FLASHING -J ! BATT DGGR GPENING INSULATION DOOR JAMB —J \------- EXTERIOR (0 Jamb [Detail 3`- 1-0 (HEAD SIMILAR) 0 I 1 \ 1 1 O � I li i reTAL BUILDING -- - MANUFACTURER j CANOPY ERTEN' PAINTED METAL GU AND DOWNSPOUT -- --J PTD. GYP. BOARD CLC. ON 6" \ METAL STUD JOISTS @ 24" W/ 6` SOUND BATT INSULATION ABOVE CLC. 1 II g I' \� I ;METAL 1111(;1, MFR'S ,I II ii �� ! I I I • � � ---� METAL WALL PANELS W/ 13" BATT. INSULATION I I I PRE -FORMED C SPLASHBLOCK REFER TO HANDICAPPED ACCESSIBILITY DETAILS THIS SHEET. 2 Toilet Rm. Schedule A-4 OPT.=D00 _.�-------- - - LOCATION 60" x 56/59" 30" x 48" CLEAR FLOOR 32" MIN. CLEAR FLOOR SPACE AT W.C.- ; SPACE AT LAV, SHALL COMPLY NOTE: _ IN NEW CON5TRUCTIONA LAVATORY SHALL BE PROVIDED WITHIN THE ACCESSIBLE TOI_ET STALL. THE LAVATORY SHALL NOT ENCROACH INTO THE REQUIRED CLEAR FLOOR SPACE FOR THE WATER CLOSET THE LOCATION SHOWN P012 THE LAVATORY IS ONE OF MANY P055BLE LOCATIONS WITHIN THE ACCE551BLE TOILET SPACES. THE WATER CLOSET SHALL BE LOCATED IN THE CORNER DIACONAL TO THE DOOR. THE TOILET STALL DOOR SHALL NOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE FOR ANY FIXTURE. FLUSH CONTROL SHALL COMPLY WITH SECTION 11.4.16.5 3 Clearance lDetail A -4 SCALE: 3/8" = 1'-0" 2 PROVISIONS FOR BARRIER FREE DRINKING FOUNTAIN 1 SPOUT HEIGHT. SPOUTS SHALL BE NO HIGHER THAN 36 INCHES, MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. SPOUT LOCATION AND CONTROLS. WHERE WATER FOUNTAINS OR OTHER. MEANS OF DISPENSING WATER ARE PROVIDED, AT LEAST ONE SUCH FOUNTAIN OR DEVICE SHALL BE ACCESSIBLE AND SHALL HAVE UPFRONT SPOUTS AND EITHER HAND --OPERATED OR HAND -AND -FOOT OPERATED CONTROLS. THE SPOUT SHALL PROVIDE A FLOW OF WATER. AT LEAST 4 INCHES HIGH SO AS TO ALLOW THE INSERTION OF A, CUP OR GLASS UNDER THE FLOW OF WATER, CLEARANCES. 1. WALL -MOUNTED AND POST -MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOf 1 OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 17 INCHES TO Iq INCHES DEEP (SEE FIGURES 27(a) AND 27(b)). SUCH UNITS SHALL ALSO HAVE A MINIMUM CLEAR FLOOfZ SPACE 30 INCHES BY 48 INCHES TO ALLOW A PERSON IN A WHEELCHAIR TO APPROACH THE UNIT FACING FORWARD. 2. FREESTANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES THAT ALLOWS A PERSON IN A WHEELCHAIR TO MAKE A PARALLEL APPROACH TO THE UNIT (SEE FIGUP-ES BELOW) THIS CLEAR FLOOD SPACE: SHALL COMPLY WITH "SPACE ALLOWANCES AND REACH RANGES - CLEAR FLOOR" OR "GROUND SPACE FOR WHEELCHAIRS". AR MIAI f . z l I � i N � fY) I'q. 27(a) 1.q. 27(b) 3 DOOR HOUSING METAL BLDG. NFR"S. STEEL" ICHANNEL AT DOOR HEAD / — I OPENING � r PRE --FIN. METAL WALL PANEL .1 METAL BLDG. MFR'S. 1 \ - -� INSIDE CLOSURE STRIP - 1 _ --- PRE -FIN. METAL DRIP EDGE Q fl 8'-0" A.F.F. I cn - -- i/ ROLL UP DOOR OPN'G.* I -._N 6 _ PRE -FIN. METAL DOOR TRIM - ---- —___—\ -_-- \\ LINE OF WALL BEYOND" - _\ REINF. CONC. SLAB OVER VAPOR z ' ----- II BARRIER & CLEAN, COMPACTED, O Q� % I TERMITE TREATED FILL CON CRETE APRON - SEE 11�/i „ C\1 _] CIVIL ENGINEER'S DRAWINGS 011 Q) 4 v _4 }. J Q O) Vl X 0 u1 CONT. REINFORCED CONC. o o FOOTING -SEE STRUCI. 10 i II 4ea d /sill sect i an c'�l► N.T.S. i a 4" THK, REINF. CONC. SLAB _- OVER POLY VAPOR BARBER ON TERMITE TREATED COMPACTED FILL ENLARGED TCILET PLAN DASHED LINES DENOTE CLEAR FLOOR SPACE REQUIRED AT FIXTURES. REFER -- — TO CLEARANCE DETAILS THIS SHEET FOR ADDITIONAL INFORMATION t , tt -- -- —0" —f0" - —0'6" 6' 4 8" �. 1 I lI �V J D i E E 1 j tit. tit. tit. I 112 A A 113 A 114 v. 1 � f I \� �\ - - 1 PROVIDE AND INSTALL NEW BARRIER FREE DRINKING FOUNTAIN. DASHED LINES DENOTE -- CLEAR FLOOR SPACE REQUPED. REFER TO "PROVISIONS FOR BARRIER FREE DRINKING FOUNTAINS" THIS SHEET C Enlarged Plan I/4" = 1'-0" ,4-4 SECTION CA5HIER COUNTER 3/4" THK PLYWOOD TOP W/ PROVIDE WOOD BLOCKING \ PL. LAM. FIN15H, AS NOTED. 2'-0" I 1-1/21 1 \� E ` 2'-10' I CONT. HP. WD. EDGE L- - \ —I TYPICAL AT BOTH SIDES Q) I �\ PROVIDE 2 CASH DRAWERS TO BE MOUNTED UNDERNEATH COUNTER, COORDINATE SPEC./ LOCATION WITH OWNER \` f I INTERMEDIATE SUPPORT I --j PANEL 36" O.C. 13/4" THK. PLYWOOD SHELF _- WITH PLASTIC LAM. FINISH. TYPICAL. -------_ ---- 3-5/8" METAL STUDS @ 16" O.C. MAX. W/ ONE (1) LAYER 1/2" THK. GYP. BD. EACH SIDE. 5ection - L f j 2" = I'-0` 4 1 TOILET ROOM CLEARANCE DETAILS (NEW CONSTRUCTION) HANDICAPPED ACCESSIBIL.I-T'f DETAILS Clearance at toilet !2"42 I I I 1 Elevation at Toilet Clearance at Lavatory (� j i "max. __—zl K N ob N I I L. 0 1-() 1 18,1 TOE CLEARANCE 6 max. - 1 -- KNEE CLEARANCE LAV DEPTH 17 min. --3- NOTE: EXPOSED P -TRAP W/ HOT WATER CONTROLS SHALL BE INSULATED, TYP. T pica l Clearances A-4 � _ r( NJ 5, FENCE i=OST DETAIL 8-0" HIGH GALV. FENCE POST 32"r MIN. COVER REINF. CONC. SLAE ENGINEER'S DRAI%V* PAVING - REFER DRAWINGS m � j INTERTECT DESIGN GROUP, INC. 1080 Woodcock Road, Suite 200 Orlando, Florida 32803 hftp://wvvw.idgcom.com (407) 897-3500 AA 0002009 i I 1 I 1 U i o O L � o ALUMINUM WINDOW FRAME WITH a —� 1/4" THK, TINTED, TEMPERED v c o CONT. ' i GLASS, OVER P T. WOOD SHIM CAULK I 1 -- --- ---- 0 POO PLAS. LAM. � SEALANT FIN. STOOL I % ALUMINUM FLASHING - FINISH ---� TO MATCH WINDOW FRAME O � II I I ---- INSIDE CLOSURE, CONTINUOUS - 1 PRE -FIN. METAL WALL PANEL AND I! � Cv 1 „1 THK. BATT INSULATION w O THK_ K P,!NTED YP. BOARD N MET. � OVER.35STUDS TO � O �- UNDERSIDE OF STRUCTURE/DECK., a� __X � @ 24" O.C., MAX. r (ed) > Q O CJ {L k �s V /� c) O L sill FD tail w 11/,,2', = I'-0 " NOTE: ,...� 4- 3 GLASS TINTING AND FRAME COLOR TO BE SELECTED BY z� 4-+ OWNER (TYPICAL) ROLL UP DOOR +-4EAD/51LL SECTION •� l • I I \ ---' - LINE OF COLUMN BEYOND -—� METAL ROLL -UP DOOR AND "� DOOR HOUSING METAL BLDG. NFR"S. STEEL" ICHANNEL AT DOOR HEAD / — I OPENING � r PRE --FIN. METAL WALL PANEL .1 METAL BLDG. MFR'S. 1 \ - -� INSIDE CLOSURE STRIP - 1 _ --- PRE -FIN. METAL DRIP EDGE Q fl 8'-0" A.F.F. I cn - -- i/ ROLL UP DOOR OPN'G.* I -._N 6 _ PRE -FIN. METAL DOOR TRIM - ---- —___—\ -_-- \\ LINE OF WALL BEYOND" - _\ REINF. CONC. SLAB OVER VAPOR z ' ----- II BARRIER & CLEAN, COMPACTED, O Q� % I TERMITE TREATED FILL CON CRETE APRON - SEE 11�/i „ C\1 _] CIVIL ENGINEER'S DRAWINGS 011 Q) 4 v _4 }. J Q O) Vl X 0 u1 CONT. REINFORCED CONC. o o FOOTING -SEE STRUCI. 10 i II 4ea d /sill sect i an c'�l► N.T.S. i a 4" THK, REINF. CONC. SLAB _- OVER POLY VAPOR BARBER ON TERMITE TREATED COMPACTED FILL ENLARGED TCILET PLAN DASHED LINES DENOTE CLEAR FLOOR SPACE REQUIRED AT FIXTURES. REFER -- — TO CLEARANCE DETAILS THIS SHEET FOR ADDITIONAL INFORMATION t , tt -- -- —0" —f0" - —0'6" 6' 4 8" �. 1 I lI �V J D i E E 1 j tit. tit. tit. I 112 A A 113 A 114 v. 1 � f I \� �\ - - 1 PROVIDE AND INSTALL NEW BARRIER FREE DRINKING FOUNTAIN. DASHED LINES DENOTE -- CLEAR FLOOR SPACE REQUPED. REFER TO "PROVISIONS FOR BARRIER FREE DRINKING FOUNTAINS" THIS SHEET C Enlarged Plan I/4" = 1'-0" ,4-4 SECTION CA5HIER COUNTER 3/4" THK PLYWOOD TOP W/ PROVIDE WOOD BLOCKING \ PL. LAM. FIN15H, AS NOTED. 2'-0" I 1-1/21 1 \� E ` 2'-10' I CONT. HP. WD. EDGE L- - \ —I TYPICAL AT BOTH SIDES Q) I �\ PROVIDE 2 CASH DRAWERS TO BE MOUNTED UNDERNEATH COUNTER, COORDINATE SPEC./ LOCATION WITH OWNER \` f I INTERMEDIATE SUPPORT I --j PANEL 36" O.C. 13/4" THK. PLYWOOD SHELF _- WITH PLASTIC LAM. FINISH. TYPICAL. -------_ ---- 3-5/8" METAL STUDS @ 16" O.C. MAX. W/ ONE (1) LAYER 1/2" THK. GYP. BD. EACH SIDE. 5ection - L f j 2" = I'-0` 4 1 TOILET ROOM CLEARANCE DETAILS (NEW CONSTRUCTION) HANDICAPPED ACCESSIBIL.I-T'f DETAILS Clearance at toilet !2"42 I I I 1 Elevation at Toilet Clearance at Lavatory (� j i "max. __—zl K N ob N I I L. 0 1-() 1 18,1 TOE CLEARANCE 6 max. - 1 -- KNEE CLEARANCE LAV DEPTH 17 min. --3- NOTE: EXPOSED P -TRAP W/ HOT WATER CONTROLS SHALL BE INSULATED, TYP. T pica l Clearances A-4 � _ r( NJ 5, FENCE i=OST DETAIL 8-0" HIGH GALV. FENCE POST 32"r MIN. COVER REINF. CONC. SLAE ENGINEER'S DRAI%V* PAVING - REFER DRAWINGS m � j INTERTECT DESIGN GROUP, INC. 1080 Woodcock Road, Suite 200 Orlando, Florida 32803 hftp://wvvw.idgcom.com (407) 897-3500 AA 0002009 i I 1 I ✓'1 1 V' 1 O L � o w a ✓'1 V' 1 v 4-4 o 0 POO O � I! � Cv o w O O �- c a� __X O r (ed) > Q O CJ {L k �s a z� C C 5TANDARD CUTTER DETAIL GUTTER CLIP W/MASTIC UNDERNEATH FASTENER GUTTER CLIP GUTTER - STANDING SEAM i BOOP PANEL i INSIDE CLOSURE -- EAVE STRUT i Cutter Dsta i I i A-5 114.-0" _ - NOM. EAVE PRE -F THK. E 100'-0" _ T.O. SLAB I -- I1ETAL BUILDING MANUFACTURER S ;STANDARD GUTTER & DOWNSPOUT i VitJYI ri Ar imc�i jl A-rom r TYP 1 11 RAKE DETAIL RAKE PLASHING RAKE SUPPORT - -� PLASHING WALL FASTENER OUTSIDE CLOSURE - IIETAL WALL PANEL --' r 120OP FASTENER --11ASTIC STANDING SEAM ROOF i' PANEL / = PANEL CLIP & FASTENERS /--STRUCTURAL FASTENER 2 Rake Deta i G.ALVALUME 24 ---a STANDING SEAM METAL ROOF REF -ER TO STRUCTURAL l L REINFORCED CONCRETE FOOTING 1 BEYOND - SEE STRUCT. DWGS. A uJa l I sect ion _ SCALE. 1/2" = 1"-0" GABLE ANGLE --- WALL PA.STENER - PURLIN NOT U5E D - NoT TC) SCALE i i METAL BUILDING MANUf-ACTURER"S ; _ 1-----i PRE -FORMED CLOSURE STR1P AT PANEL TERMINATION, TYPICAL STANDARD CONTOUR GABLE TRIM / f -1 GALVALUME 24 STANDING SEAM METAL ROOF. (TYP.) , I VINYL CLAD INSULATION (TYP.) MIN. @ ROOF PRE -ENGINEERED BOOP PURLINS (TYP.) i I I I I I PRE-ENGINEERED ---- CONTINUOUS METAL WALL GIRT. :4 1/2" PTD. GYP. BOARD OVER 3 5/8" MET. ----------------� STUDS @ 16" O.C., FROM FLOOR SLAB TO STRUCTURE/DECK ABOVE PRE -FIN. METAL. WALL PANEL AND 3" THK. BATT I----- (� INSULATION ''_-- i� PRE-ENGINEERED METAL COLUMN - REFER --- -----------� TO METAL BUILDING' MANUP. DRAWING. i J 4" REINF. CONCRETE SLAB OVER VAPOR BARRIER ON COMPACTED, TREATED FILL -SEE STRUCTURAL ,i PRE -FORMED DRIP AND INSIDE CLOSURE (TYP.)! _ SEALANT (TYP) ------ REINF. TURNED DOWN FOOTING - �_-. L` - 'µ �:_` - W - -J \`�' � REINFORCED CONCRETE FOOTING REFER TO STRUCTURAL ! BEYOND - SEE STRUCT. DWGS-. wa 11, Section _ SCALE. 1/2" = 1"-O" 4'' NOT USED NOT 10 `>CALE BENCH SECTION 2x WOOD GROUND -CONT. BACK AND SIDES 7_ PL YWOOD E LEADING ;H 1/2" LONG 2 PER SIDE i ` CONT. Ix3 PAINTED WOOD - CLEAT VINYL COVE BASE r 1/4" DIA: x 3 1/2" LONG LAG BOLT ® 16" O.C. @ REAR CLEAT (TYP.) Bench 5ection o/2" - i'-0" COLUMN DETAIL PRE -FIN. METAL WALL PANEL AND 3" THK. BATT - -� INSULATION `/, SEALANT - CONT. PRE-ENGINEERED' STEEL COLUMN \ 1/2° PTD. GYP. BOARD - OVER 3 5/6" MET. STNS S16„ O.C., FPOM FLOOR AB TO STRUCTURE/DECK \` OVE \\--- j 15/8" METAL STUDS S Column Detail 4 H � 1 NOT usED - NOT TO SCALE COUNTER SECT ION --- - -- 1 x 3 SUB -FRAME. 13/4" PART. BD. WORK SURFACE. PL. LAM. - -- --- - - - - - - - - -- - FINISH. ► ti.. _� - .... A.F.F. i7i J ' HD. WD. NOSE PL LAM FINISH 1 x 3 WALL CLEAT --.------.---- INTERMEDIATE PANEL SUPPORT PLAST. LA.M, FINISH. TYP. @ 36" O.C., MAX. 1 Counter 5ect" i on 4- p BOLLARD DETAIL 0 v 6" DIA. STEEL PIPE BOLLARD, FILL W/ CONIC. - CROWN TOP & PAINT EXTERIOR. - - - CONCRETE SLAB e n a d a d ° J - O� t PILL VOID SOLD WITH HIGH STRENGTH EPDXY GROUT. _ d NEW CONCRETE POUR WHEN APPLICABLE ... �. 9 1 X301 la rc� Deta i l N.T.s C, z O N t0 cn .._ nv >, Q _j 3 U 2 Q) O Q) > o CL O (� c O Z_ c t6 Q �nn V u � CCS C, z O N t0 cn .._ nv >, Q _j 3 U 2 Q) O Q) > o CL O (� c O Z_ c t6 Q o c: c E GENERAL NOTES 1, IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. 2 DESIGN LOADS ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 20 PSF 3. DESIGN WIND LOAD IS 100 MPH IN ACCORDANCE WITH THE 997 STANDARD ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 BUILDING CODE, 4 IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED B�' THE DRAWINGS OR _. SPECIFICATIONS ARE NOT IPJ AGREEMENT WITH THESE NOTES, THE BETTER QUALITY GROUT FOR FILLED CELL 3000 P S,I AND/OR GREATER QUANTIFY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED ALL CONCRETE 3000 P.S I, SHALL BE PROVIDED, 5 ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,58, VERIFIED BY THE CONTRACTOR TO CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI DRAWINGS, 6 CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED, CHAPTER 5 SECTION 53. OF THE LATEST EDITION OF ACI 318, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONSTRUCTION, 7 THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, WWF SHALL BE LAPPED AT CONDITIONS, ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8"- SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHIETECT BEFORE SUBMITTING A ,ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE PROPOSAL, FIELD MEASURE EXISTING CONDITIONS PRIOR TO FABRICATION OF MATERIALS. _ FOUNDATIONS 1_'FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF, WHICH SHALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE START OF WORK, 2, PLACE FOOTINGS/SLAB ON COMPACTED SOIL, FOLLOW RECOMMENDATIONS OF SOILS REPORT. BAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 C7 DAYS: _. GROUT FOR FILLED CELL 3000 P S,I o ALL CONCRETE 3000 P.S I, 2, ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,58, 3, CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2, SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53. OF THE LATEST EDITION OF ACI 318, 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL o CONFORMING TO ASTM A-615 GRADE 60. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, WWF SHALL BE LAPPED AT a LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8"- 6, ,ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND C) "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301, 7, ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS - DETAIL.ED OTHERWISE ON THE STRUCTURAL DRAWINGS, 8. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC, REQUIRED BY OTHER TRADES, THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE, 9. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, CC$ INSERTS, ETC,, AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED, 10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES, 11. CONTRACTOR SHALL PROVIDE 'SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, c 12. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" CONCRETE EXPOSED TO EARTH OR WEATHER, #6 THROUGH #18 BARS, n 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BAR AND SMALLER. 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS IN BEAMS AND COLUMNS; 3/4" CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH FOR SLABS, WALLS, AND JOISTS, #11 BAR AND SMALLER, 13, HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. Z 14, HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN BEAMS, SUPPORTED SLABS, AND WALL FOOTINGS WITH A DEPTH OF 1-1/2" AND HEIGHT EQUAL TO ONE-THIRD OF THE MEMBER'S DEPTH, REINFORCEMENT SHALL. BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT. 15, MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP, EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS, FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS OTHERWISE NOTED, 16 TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER, PRE -ENGINEERED METAL BUILDING 1. THE PRE-ENGINEERED METAL BUILDINGS SHALL BE DESIGNED FOR THE LOADS AS SHOWN IN THE DESIGN CRITERIA, USING STANDARD BUILDING CODE PROVISIONS FOR OPEN, PARTIALLY ENCLOSED OR FULLY ENCLOSED STRUCTURES, AS APROPPRIATE THE FOLLOWING ADDITIONS/MODIFICATIONS TO THE DESIGN CRITERIA SHALL BE INCORPORATED: A ROOF LIVE LOAD = 20 PSF (LL REDUCTION PER BUILDING CODE IS ALLOWABLE, B. WIND LOADS USE FACTOR = 1 C. DEAD LOADS(IN ADDITION TO STRUCTURE WEIGHT)! 1. COMBINED INCIDENTAL MECHANICAL AND ELECTRICAL LOADS OF 10 PSF, 2, SUPPORT OF EQUIPMEHTAS SHOWN ON STRUCTURAL, ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, 2. WIND BRACING, WHERE REQUIRED TO TRANSFER LATERAL_ WIND FORCES TO FOUNDATION ELEMENTS, SHALL NOT INTERFERE WITH THE PROPOSED WALL OPENINGS SHOWN ON THE DRAWINGS. 3, THE METAL BUILDING MANUFACTURER SHALL BE A MEMBER OF THE METAL BUILDING MANUFACTURER'S ASSOCIATION (MBMA), 4, THE METAL BUILDING MANUFACTURER SHALL FURNISH DESIGN CALCULATIONS AND SHOP DRAWINGS, SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA, WHICH INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: A. ANCHOR BOLT SETTING PLANS AND COLUMN REACTIONS, B, DECK TO PURLIN FACTENER CAPACITY, C. PURLIN TO FRAME CONNECTION CAPACITY, D, DECK DIAPHRAGM CAPACITY, E, PURLIN CAPACITY FOR COMPRESSION DUE TO WIND PLUS BENDING DUE GRAVITY LOADS, F, GIRT CAPACITIES AND CONNECTIONS, G, OVERALL FRAME ACTION, H. WIND BRACING, I, IF CABLE BRACING IS USED, (AT ROOF LEVEL - NOT TO CROSS BEHIND ANY WINDOWS) SHOW METHOD AND _ OUCH CABLES, THE CALCULATIONS MIDST CLEARLY SHOW HOW THE STRUCTURE WILL SAFELY CARRY LIVE LOAD, LATERAL WIND LOADS, AND RESIST WIND UPLIFT FORCES, THE STRENGTH/CAPACITY CHECK ON EACH COMPONENT SHALL BE ADDRESSED SEPARATELY AND CLEARLY, 5 FOUNDATION WORK SHALL NOT BEGIN UNTIL METAL BUILDING SHOP DRAWINGS ARE REVISED AND FOUNDATION DESIGN IS VERIFIED BY THE ARCHITECT/ ENGINEER TO COMFORM TO COLUMN LOADS FURNISHED BY METAL BUILDING MANUFACTURER. FOUNDATIONS ARE SUBJECT TO CHANGE BASED ON THE MANUFACTURER -PROVIDED LOADS. 6. THE GENERAL CONTRACTOR IS TO VERIFY ALL FOUNDATION DIMENSIONS, INCLUDING ANCHOR BOLTS SIZE AND LOCATION WITH REVIEWED SHOP DRAWINGS, THE GENERAL CONTRACTOR SHALL FURNISH AND INTALL ALL ANCHOR BOLTS AND THRUST ANGLES TO MATCH THE SPECIFICATIONS AND SHOP DRAWINGS OF THE METAL BUILDING MANUFACTURER. 8, DRIFT OF STRUCTURE MUST BE NO MORE THAN THE HEIGHT DIVIDED BY 300, EXCEPT WHERE SUPPORT MASONRY WALLS WHICH SHALL BE NO MORE THAN THE HEIGHT DIVIDED BY 600, SUBMITTALS A, ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. B, THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: 1. STRUCTURAL STEEL AND CONNECTION WITH CALCULATIONS 00 2, REINFORCING STEEL 1 ROOF METAL DECK 4 CONCRETE MIX DESIGNS 5, CON STRUC_i!ON JOINT LOCATIONS IN STRUCTURAL FLOORS. 6, LIGHT GAGE METAL STUD WITH CALCULATIONS (*), ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEERS RECORD ONLY, C. MANUFACTURER'S LITERATURE: SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. s,. s °r G z l5 C7 z 4 L _. o 0 o a c CIS C) o Q o CC$ Q) O rh - n s,. s °r G z l5 C7 z 4 L _. o 0 o c , o o O \ - n =;� c C i 9 9 FOUND A 1 SCALE 1 j 6" J TION / SLAB ON GRADE PLAN FLAN NOTE �E): ❑1 SEE GENERAL NOTES ON SHEET 5-0. 2� DO NOT 5CALE DRAWINGS. 5EE ARCH'L. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFI' ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION, Ir- DISCREPANCIE5 SHOULD OCCUR - CONTACT THE ARCkTECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. ❑3 PRE-ENGINEERED METAL BUILDING FRAME COLUMN: GENERAL CONTRACTOR TO VERIF" EXACT ANCuOR BOLT 51�E, QUANTITIES AND LAYOUT U)/MANUFACTURER / 5UPPLIER'5 APPROVED SHOP DRAWINGS. ® PROVIDE (I)-"5x12'-O'LG. (EACH LEG) HAIRPINS AT EACH PRE-ENGINEERED METAL BUILDING FRAME COLUMN, 5EE SECTION 1/5-2 FOR ADDITIONAL INFORMATION. „%W-4 "T/CONCRETE SLAB (REFERENCE ELEVATION ONLY - COORD. UNCIVIL DRAWINGS) [� 4' (TOTAL) CONCRETE 5LAB REINFORCED UITN 4x4- W4,OxW4.0 U.W.F. OVER 6 MIL VAPOR BARRIER ON COMPACTED 5U5GRADE. COORDINATE ANY AND ALL 5LA5 5LOPE5, DEPRE5510N5 AND LIMITS THERE OF WITH ARCH'L. DRAWING5 (FOR ACTUAL TOP OF 5L46 ELEVATIONS, SEE ARCH'". AND / OR CIVIL DRUGS) ® &' (TOTAL) CONCRETE SLAB REINFORCED WITH 4x4- W4.OxW4.0 W.U.F. (CONTRACTOR OPTION: "3 5PACED AT 10'OC (MAX.) EACH U47 2' CLEAR FROM TOP OF CONCRETE 5LA5) OVER 6 MIL. VAPOR BARRIER ON COMPACTED 5U5GRADE. COORDINATE ANY AND ALL 5LA5 5LOPE5, DEPRE551ON5 AND LIMIT5 THERE OF WITH ARCH'L, DRAWINGS (FOR ACTUAL TOP OF 5LA5 ELEVATION5, 5EE ARCH'L. AND / OR CIVIL DRWGS.) 5TEPPED FOOTING: (45 REQUIRED) SEE DETAIL 4/5-2 FOR ADDITIONAL INFORMATION. GENERAL CONTRACTOR TO COORD, STEP FOOTING LOCATION5 W/MECHANICAL. z cry -,c (0/t) -d R THE MAX. SPACING OF CONTROL JOINT FOR: INCLOSED / INTERIOR AREAS: 20'-O'OC (EACH-! WAi" ) OUT51DE / EXTERIOR AREA5: 12'-0'0C (EACH WA") SEE CONTROL JOINT DETAIL 3/5-2 AND COORDINATE W/ARCH'L, DRAWINGS FOR ADDITIONAL LOCATION5, SEE ARCH'L, DRAWINGS FOR LOCATION5 / LIMIT5 AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION 11,14LL5 NOT 5+40WN ON PLAN, 5EE GENERAL NOTES (5HEET 5-0) FOR ADDITIONAL WALL FRAMING INFORMATION. 10 PROVIDE CORNER BARS AT FOOTINGS: SEE SECTION 5/6-2 FOR FURTHER INFORMATION. 3 1 30'-0'51D 45 'ADD / ALTERNATE' S N lk ". u; €4............ el CS �Q L Q) 0 N c I It Sl p_.. C -}---- Y - U1 W w WY a � Z ON lo I �a Q) U! O! j E O C i 9 9 FOUND A 1 SCALE 1 j 6" J TION / SLAB ON GRADE PLAN FLAN NOTE �E): ❑1 SEE GENERAL NOTES ON SHEET 5-0. 2� DO NOT 5CALE DRAWINGS. 5EE ARCH'L. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFI' ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION, Ir- DISCREPANCIE5 SHOULD OCCUR - CONTACT THE ARCkTECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. ❑3 PRE-ENGINEERED METAL BUILDING FRAME COLUMN: GENERAL CONTRACTOR TO VERIF" EXACT ANCuOR BOLT 51�E, QUANTITIES AND LAYOUT U)/MANUFACTURER / 5UPPLIER'5 APPROVED SHOP DRAWINGS. ® PROVIDE (I)-"5x12'-O'LG. (EACH LEG) HAIRPINS AT EACH PRE-ENGINEERED METAL BUILDING FRAME COLUMN, 5EE SECTION 1/5-2 FOR ADDITIONAL INFORMATION. „%W-4 "T/CONCRETE SLAB (REFERENCE ELEVATION ONLY - COORD. UNCIVIL DRAWINGS) [� 4' (TOTAL) CONCRETE 5LAB REINFORCED UITN 4x4- W4,OxW4.0 U.W.F. OVER 6 MIL VAPOR BARRIER ON COMPACTED 5U5GRADE. COORDINATE ANY AND ALL 5LA5 5LOPE5, DEPRE5510N5 AND LIMITS THERE OF WITH ARCH'L. DRAWING5 (FOR ACTUAL TOP OF 5L46 ELEVATIONS, SEE ARCH'". AND / OR CIVIL DRUGS) ® &' (TOTAL) CONCRETE SLAB REINFORCED WITH 4x4- W4.OxW4.0 W.U.F. (CONTRACTOR OPTION: "3 5PACED AT 10'OC (MAX.) EACH U47 2' CLEAR FROM TOP OF CONCRETE 5LA5) OVER 6 MIL. VAPOR BARRIER ON COMPACTED 5U5GRADE. COORDINATE ANY AND ALL 5LA5 5LOPE5, DEPRE551ON5 AND LIMIT5 THERE OF WITH ARCH'L, DRAWINGS (FOR ACTUAL TOP OF 5LA5 ELEVATION5, 5EE ARCH'L. AND / OR CIVIL DRWGS.) 5TEPPED FOOTING: (45 REQUIRED) SEE DETAIL 4/5-2 FOR ADDITIONAL INFORMATION. GENERAL CONTRACTOR TO COORD, STEP FOOTING LOCATION5 W/MECHANICAL. z cry -,c (0/t) -d R THE MAX. SPACING OF CONTROL JOINT FOR: INCLOSED / INTERIOR AREAS: 20'-O'OC (EACH-! WAi" ) OUT51DE / EXTERIOR AREA5: 12'-0'0C (EACH WA") SEE CONTROL JOINT DETAIL 3/5-2 AND COORDINATE W/ARCH'L, DRAWINGS FOR ADDITIONAL LOCATION5, SEE ARCH'L, DRAWINGS FOR LOCATION5 / LIMIT5 AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION 11,14LL5 NOT 5+40WN ON PLAN, 5EE GENERAL NOTES (5HEET 5-0) FOR ADDITIONAL WALL FRAMING INFORMATION. 10 PROVIDE CORNER BARS AT FOOTINGS: SEE SECTION 5/6-2 FOR FURTHER INFORMATION. 3 1 30'-0'51D 45 'ADD / ALTERNATE' S N lk ". u; €4............ I oC Lu w 6�z x C) CS �Q L Q) 0 N c I It Sl p_.. Y U1 W Z WY a � Z ON I oC Lu w 6�z x CS �Q L Q) 0 N c I It Sl p_.. Z lo �a Q) O rn a- CS �Q L Q) 0 N c Sl p_.. Z lo x Q) O rn a- o O N V a COORD. PRE -ENGINEERED METAL BLDG. FRAME COLUMN: 'VERIFY SIZE, BASE PLATE SIZE, ANCHOR I - PROVIDE (I)-"5 HAIRPINS (5EE PLAN:% BOLT _SIZE AND LAYOUT W/ ! ! z 5EE PRE-ENGINEERED METAL BUILDING MANUFACTURER / 5UPPLIER'S I ' +, 11 M ' UFAC T URER /SUPPLIER'S SHOP APPROVED 5HOP DRAWIN65 ^WING FOR 7HRU5T ANGLES AT tui A (TYP,i U i zp'� i DRQ. ANCHOR BOLTS" (TYP.) GRADE, 5EE CIVIL ____, , a_ i AND /OR ARGN'L. - } 5L45 ON GRADE: 5EE PLAN FOR THICKNESS AND REINFORCING. (TYP.) -- DRAWINGS. (TYP.) i 5EE PLAN I T/5LAB J/pJ I a SUBGRADE- 1'4�K5L�- TURNDOWN 5LAB EDGE --- �BEYOND� lBE1'CNC) 5EE FOR FURTHER INFORMATION. ' REINFORGE^v W/(8) -*S'5 CONT" EACH UJAY" " AND BOTTOM, NOT 5HOWN HERE. GONTIUNE nNTAL REINFORCING HORN., ,�- __- - ------------- - 54R5 THRU 5F- (TYP.) REINFORCED W/(E)-"S°5 CONT EACH WAY, TOP SND BOTTOM. FfRE-ENGINEEIREC) GOL, ON 5LA5 I=TG F&,�- 1 -- FOOTING REINFORCING: 5EE _. { PLAN, SECTIONS AND /OR FOOTING SCHEDULE FOR SIZE AND NUMBER. (TYP.) INDICATES '5TEP FOOTING" (45 REQUIRED'? GENERAL CONTRACTOR TO COORDINATE LOCATIONS" (TYP.) vii I zi t e v da - _ a COMPACTED --' 12 SUBGRA[�E. ;` 11j ADDITIONAL REINFOR6, ING: -- SAME 514E AND NUMBER A5 FOOTING'REINFORCING4 (TY'P.) i 300 LAP n 30¢ LAP- IS' MIN.' STEP FOOTING. DETAIL 24' (MIN") LAP i X V4 PROVIDE 2x4 KEYWAY (TY'P.) --- n ' ---- TYPICAL HORIZONTAL 0# REINFORCING.CIA se- -- - TYP. 0 GRADE, 5EE CIVIL ! AND / OR ARCH'L. DRAWINGS" ( TYP) SEE PLAN 7/5L46 A �I M -A 5LAB ON GRADE 5EE PLAN FOR THICKNE55 AND REINFORCING. (BEND 5L46 REINFORCING TO BOTTOM OF TURN DOUaI�J) TYP. --- ' I r� RE!NFORCED W/ CONT" AND 03 (TRAVERSE 54R5) AT 24'01-o-1 (MAX) �cMPACTED ', SUBGRADE YF-) 2 TURNIP OIUN 5L,45 EC)GE � _ L� SC ALE 3; 4' CUT5IDE CORNER BAR5 TO 24' ( MIN. LAF MATCH _SIZE AND NUMBER iWITH THAT OF HORIZONTAL REINFORCING BARS. ( TYP. ) CORNERS IN7�RSEGTIONS NORI Z. RE INFG. AT 5t*01'5, 5 UJALLS SND FOOTINGS. SCALE: 3j4" = I. U.' 9 a 3 ---118 °--� I� TOOLED OR 5,4W -CUT I --- 5EE PLAN FOR 5LAB JOINT WITHIN 12 HR5. I THiCKNE55 AND (MAX,) - FILL WITH REINFORCING. (T "(F,) -- -- 5EE NOTE: I /BELOW) ELA5TO'"MERIC JOINT FOR JOINT OPTION. FILLER. (TYP,) i CUT 51-4B REINFORCING - STOP 5L45 REINFORCING --- COMPACTED (W.WF.) ALTERNAME WIRES (W.WF.) EACH 51DE CF 5U5GR4DE. (TYP) AT JOINT LOCATIONS. JOINT. (TYP) CONTROL JOINT CONSTRUCTION JOINT NOTE 1, CON5TRUCTION JOINT5 MA�'BE USED IN LIEU OP CONTROL JCINT5. 2. JOINT PLACEMENT REQUIREMENTS. FOR INCL05ED/INTERIOR 4REA5: 20'-0'O.C. (EACH WA's) FOR CUT5IDE/EXTERIOR ARE45: 12'-0`O.0 (EACH WXY WHERE SLAB 15 TO RECEIVE TILE FIN15H, COORDINATE JOINT LOCATION5 WITH TILE MORTAR JOINTS, TYPICAL CONTROL JOINT DETAILS 3/4" = I"-0" 5EE PLAN FOR CONCRETE SLAB THICKNE55 AND RE INFORC!NG.__-- 5EE PLAN I lk T�SLAB COMPACTED 'U � /� SUBGRADE PROVIDE (2)-05's ---� CONT. ( TYP.) g TURNDOWN 5LA5 EDGE. SCALE. 314° = I"-0" 4 I 4 a O z rs 4LQ� i d 2a —5 9 4! m . LL f» 1✓� to Ien Lu W uj d CD w r cri LU s e-- 0 Q 0 e- U O N C) U Lu ,.G Z)a i 999 I � 5 cn a O z rs O O O 1, cv p i Lu d Lu Q c� U Lu ,.G i 5 cn a O z rs O O O 1, cv p Z � d Q c� U ,.G O Cl O O 5 cn a O z rs O O O 1, cv p Z � d O Cl O O A ENTIRE SHEET HAS BEEN REVI5ED. ` = i �/�-- Ll