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HomeMy WebLinkAboutSUBMITTED PAPERSS,Y*k: •I t MdJ225c7' 98-033 Nt1:f xlkitfis'i itf i i+itt d;'lii)id;'n I l ►It IKIVI A;'KII:'H f INi f f l! II If i f+lti n,ii:. ,XItIA l't iN�iltl �t''i'if ifJ NI)Aitf is htlfthis foil Isi' Ilfi t t ►f,ltil.i l'P.I J ANI) ItI;: Yt 10NItIJ hhii lit •i I I sL/ii l iNsl r.c 'I t1 it ►. •I'lie liilimviitif hiliiitiidlib►l slibilltl lie pfliced Oh ii JiNlilic lecbid (suglied tiiclliiting till pe►iiill iiimo.. ltbtihhcd Iiiivei;l (boll. cicodoli: Acllial 20,56, t51. 'l lie 1,011 itvillp Eeilifichllilii 1.1 icblihiliielitic(I lilt delci'iillilliig ochl:il clet•:iiiblls. II i.e aiiggealed Ih L liie cciliiicilibil lie iilatlo lhibF lii li hilillp of slllfciilie. tf�.lt i fl°It:A'I IuN kif� I;L,ivA'I itiN. fJOILIANti MAJIttSIN t if Itltt.ii+l:lt i ': P .FT pl-secs AeogoiOA GoT ¢�4 B[ocx ,4, Xzw65 i�Ws/ /r1lD i/d 'l lir hiitictaipiictl Itelcliy tcilllic4 tiitii the '` iii'Ihe iciitcliced sbliehlic Ibis itccil LotoHieied aii 20,50' ItlS;i.. ZiA�//I> /✓I � �S Fi, BLS 5•I'A•1•is (A- l-LORIDA NOV 19 D /^ 'tell ish.�iftltli Nil. ' 3iDi 2 3 98 �`J tkLA81!Ty DEVELgpnn• jr.I.AI tLUJcC E 1 . l L P.O. BOX 3030 FT. PIERCE FL. 34948-3030 ` 2400 RHODE ISLAND AVE. FT. PIERCE FL. 34950 ra ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW JURISDICTION: St. Lucie County OCCUPANCY- Barkley International ADDRESS: Kings Hwy. CONTRACTOR: Riverside Construction ARCHITECT/ENGINEER: Knight, McGuire & Assoc. BUILDING OWNER: Von M. Barkley OCCUPANCY TYPE: Stoage GROSS SQ FT: 8,000 sq It OCCUPANTLOAD: CONSTRUCTION TYPE:(NFPA-220) Type: TELEPHONE FAX NO. (561)-462-2312 (561)-462-2323 F.P.B. # 1057 BUILDING DEPT. NO: NUMBER OF STORIES: One PHONE NO: (561)-538-4641 PHONE NO: (561)-231-2533 REVIEW DATE: 8-14-98 AUTOMATIC SP'KLRS: No NET SQ FT: BASED ON: SBCCI: Type: Unprotected New Construction: X Automatic Sprinkler: Contractor: Tenant Improvement: Fire Alarm System Contractor: Shell Only: Fixed Fire Suppression: Contractor: Addition: Hood & Duct System: Contractor: Renovation: Fuel Storage: Contractor: 1. Ail revisions must De In compliance DeTore Me Tlnal Inspecuon, or so notea. 2. The Fire Marshal requires 24 hr. notice on all inspections. 3. The Building Departments schedule all final inspections by the Fire Marshal. 4. A copy of the required revisions has been mailed to the Architect: _ Contractor: _ Yes: _ No: _X_ Required Revisions: 1. Provide a illuminated exit sign above each exterior exit door and at the door - leading from the storage area into the office area. 2. Provide a 3A - 40 BC rated fire extinguisher for each 75 ft of travel. 3. The rolling security doors shall be in the open position when ever the building is occupied. 4. If the building is used during nighttime hours, an emergency lighting system with 90 minute batteries will be required for all means of egress. Review Date: August 14, 1998 John K. Hayd REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: St. Lucie County Comm_ Devel. Dept. 7 9 Code Compliance Division ��J l 2300 Virginia Avenue Fort Pierce, FL 34982-5652 PERMIT NUMBER: �Iocy as �y PROPERTY ADDRESS: 737s,3 7D THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FORA PERIOD NOTTO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by constriction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premises is ready for compliance inspection. We hereby release and agree to hold harmless, St Lucie County, and their employees from all liabilities and claims of any type or nature which may arise now or in.the future . cl d' an damages which may be incurred due to the out of this transaction, m u Ing y disconnection of electrical power in the event of violation of this agreement. PUBLIC WORKS DEPARTMENT 1► Z10101 TO: Martha Schurmann, Building Division FROM: Charles A. Cangianelli, Building and Zoning Manage 2 2 7999 DATE: December 21, 1999 St. Lucie Count' Pohl c b'lorks RE: Barkley International Design— nt gO�OC�4�g Lot 44 - Kings Highway, Industrial Park - Unit 2 Engineering has reviewed the paving and drainage as-builts for this project and are accepting them for completion at this time. A copy of the Engineer's certification is attached for your records. If I can be of further assistance to you in this matter, please let me know. CAG:ewc Attachment as noted cc: Donald West, P.E., County Engineer Knight, McGuire & Associates, Inc. David S. Knight, P.E. Scott B. McGuire, P.E. December 15, 1999 Consulting Engineers and Planners SO Royal Palm Boulevard, Suite 401 Vero Beach, Florida 32960 kma@gate.net Mr. Billy Hatcher St. Lucie County Building Department 2300 Virginia Avenue Ft. Pierce, FL 34932 RE Barkley International Design Lot 44, Kings Hwy. Industrial Park — Unit 2 Dear Mr. Hatcher, Phone 561-569-5505 Fax 561-569-1455 Knight, McGuire & Associates, Inc. has reviewed the attached as -built survey and the site construction at the Barkley International Design Building and can certify that the building and site work are in accordance with the permitted engineering plans. Sincerely, David S. ight, P.E. 98-031teM accord w plans M0N 11 :02 AM E.W.G. ELECTRIC 407 878 6033 I. rvs - ems/ h�xs P.02 fi`. V,� A d•� _ _ �ac>�a ri Ci 6v L/h- 6;�aCv ,to RKiIff-J LOAD AND EQUIPMENT SUMMARY Filename: default.BLD For. WAREHOUSE LOT 44 KINGS HIGHWAY ' FT PIERCE By: D&H AIR CONDITIONING 4619 NW. GASTONIA STREET PORT SAINT LUCIE FL 34983 871-6156 Job # 1 p �;I Wthr £4>Z�P / P/L'� FL "Lone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 4 5 Deg F Outside db: 91 Deg F Inside db: 70 Deg Inside db: 75 Deg Design TD: 25 Deg F Design TD: 16 Deg F Daily Range L Rel. Hum.: 50 % Grains Water 62 gr HEAPING SUMMARY SENSIBLE COOLING EQUIP LOAD SMJNU Bldg. Heat Loss 45465 Btuh Structure 33044 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 45465 Btuh Use W&Data n Rate/SwingMult 0.95 INFILTRATION Total Sens Equip Load 31391 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Poor Fireplaces 0 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2704 Btuh Area(sq.ft.) 600 600 Tot Latent Equip Load 3624 Btuh Volume(cuft.) 4800 4800 Air Changes/Hour 2.2 0.8 Total Equip Load 35015 Btuh Equivalent CFM 1.76 64 HENEING-EQUIPMENT SUMMARY COOLINU EQUIPMENT SUMMARY Make COMFORTMAKER Make COMFORTMAKER Model WITH 8 KW HEAT Model SEER 12 Type AIRHANDLER Type CONDENSING UNIT Efficiency/HSPF 0.00 COY/EER/SEER 0.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Holing Fan 1767 CFM Actual Cooling Fan 1767 CFM Htg Air Flow Factor 0.039 CFM/Btuh Clg Air Flow Factor 0.053 CFM/Btuh Space Thermostat Load Sens Heat Ratio 90 MANUAL J. 7th Ed. RIGHT-J. Vl 3.0.14 SIN 10888 • _ Printout certified by ACCA to meet all requirements of Manual Form J SIN 10888 RIGHT-J BUILDING ANALYSIS REPORT Filename: default.BLD Zone: Entire House Job k: Htg Clg For. WAREHOUSE Outsidedb 45 91 LOT 44 KINGS HIGHWAY Inside db 70 75 FT PIERCE DesignTD 25 16 Daily Range - L Inside Humid. 50 By: D&H AIR CONDITIONING Cm ms Water - 62 4619 NW. GASTONIA STREET INFILTRATION PORT SAINT LUCIE FL 34983 Method Simplified 871-6156 Const. glty Poor Fireplaces 0 H E A T I N G Component BndilSgFt Btuh %ofBtuh Walls 6.8 32520 71.5 Windows 0.0 0 0.0 Doors 0.0 0 0.0 Ceilings 1.3 795 1.7 Floors 20.3 12150 26.7 MIL 0.0 O 0.0 Ducts 0 0.0 C O O L I N G Component Btub/SgFt Btuh %ofBtuh Walls 6.4 30699 92.9 Windows 0.0 0 0.0 Doors 0.0 0 0.0 Ceilings 1.9 1145 3.5 Floors 0.0 0 0.0 In ilt. 0.0 0 0.0 Ducts 0 0.0 Int.Gains 1200 3.6 Walls Walls Clg Tons at 90 % SHR = 2.9 CIg CFM/1'on = 606 Clg Tons at 70 % SHR = 3.7 Clg Tons at 400 CFM/Ibn = 4.4 Overall U-Value= 0.303 WARNING: window to floor area ratio = 0.0% - less than 10%. MANUAL J: 7th Id. RIGHT-J: V3.0.14 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Job#: Filename: default.BLD 'Lone: Fntire 'House Procedure A - Winterintiltration HTM Calculation* 1. Winter Infiltration CFM 2.2 AC/HR x 4800 Cu.Ft. x 0.0167= 176 CFM 2. Winter Infiltration Btuh 1.1 x 176 CFM x 25 WinterTD = 0 Binh 3. Winter Infiltration IITM '0 Btrih'7 0 TotafWindow = 0.0 HTM and 'Door ""Area Procedure B - Summer Infiltration IfrM Calculation* 1. Summer Infiltration CFM 0.8 AC/HR x 4800 Cu.Ft. x 0.0167= 64 CFM 2. Summer Infiltration Btuh 1.1 x 64 CFM x 16 SummerTD = 0 Btuh 3. Summer Infiltration HTM 0 Binh / 0 Total Window = 1: 0 HIM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 62 gr.diff. x 64 CFM = 2704 Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 0 Vent.CFM x 16 SummerTD = 0 Btuh Sensible Load for Structure (Line 19) + 33044 Btuh Sum of Ventilation and Structure Loads = 33044 Btuh Rating and Temperature Swing Multiplier x 0.95 RSM Equipment Sizing Load - Sensible + 31391 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 0 Vent.CFM x 62 gr.diff. = 0 Btuh Internal Loads = 230 x 4 No. People + 920 Btuh Infiltration Load From Procedure C + 2704 Btuh Equipment Sizing Load —Latent = 3624 Btuh 'ConstructionPualityis: _p, SJo._of_ ir�sis: 0 MANUALJ:7thEd. RIGIff-J: V 3.0.14 SIN 10888 _ Printout certified by ACCA tomcctallscquircnirnts.ofManual Form J default Job# Zone: Entire House ,..„-,,,.......... ... G.1 .vw avooe l Notate of Room Entire House WAREHOUSE 2 Rtnrug FL Exposed Wall 600.0 Ft 600.0 Ft Fe Ft 3 Room Dimensions, FL 0.0 L 40.0 x 15.0 FL x FL x FL 4 CeihM Ft CondiL Option 8.0 d 8.0 heat/cool TYPE OF - CST HThi Area Btuh Area Batt Area Btuh Area Btuh EXPOSURE NO. mgCIS Length BE CIS Length mg I CIS Length Htg CIS Length mg CIS 5 Gross a 12A 6.8 6.4 4800 ..• ... 4800 _ *•** ••• .•.. •"_ ..» .. ExT-d b 12A 6.8 6.4 0 *••+ _ '**'�'Y 0 wwww *... .r.ew WAS and c 0.0 0.0 _ 0 _ •••• •^• 0 _ ••• ••• ••• _ •• ... ... Petitions d 0.0 0.0 0 _ •^ a. 0 .ww ..o' u.r ..Yi .... .n. e 0.0 0.0 0 • _ • 0 •••• ••r •w• .. •..i .w f 0.0 0.0 0 *•*• **•• 0 6 Windows and a 1A 24.8 i.. 0 0 - . 0 0 Glass Doors b 0.0 * 0 ' 0 rm 0 0 - .... - .... .. Hearin c 0.0 0 0 ***r 0 0 ..... u.. m. -f - 0.0 - 0 0 0 0 **** *•"* •• 7 Windows and- North 0.0 0 *.* 0 0 .ri. 0 Yr+ rrr. Glass Doors NE/NW 0.0 0 `•*• 0 G .wr 0 • iYiw Coaling EA9 0.0 0 •«. 0 0 .r. 0 _ SF1SW 0.0 0 •... 0 0 ... p «. w. South 0.0 0 .. 0 '0 ii.. 0 0. .... Horz 0.0 0 •`•* 0 0 •**` 0 ••• •••' 8 Other doss a 11B 9.2 8.7 0 0 0 0 0 0 b 11A 14.7 13.9 0 0 0 0 0 0 9 Net a 12A 6.8 6.4 4800 32520 30699 4800 32520 .30699 Exposed -b 12A 6.0 6.4 0 0 0 0 0 0 Walls and c 0.0 -0.0" 0 0 0- 0 0 0 - - P.vtitions 'd - 0.0 - 0.0 0 0 0 0 0 0- - e 0.0 0.0 0 0- 0 0 0- 0- - f 0-.0 0-.0 0- 0 0 0 0 0 - - 10 Ceiling A 16D 1.3. 1.9. 600. 795 1145. 600. 795. 1145 _ b_ _0.0 0.0 0. 0 0_ 0 0- 0 _ c 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 20.3 0.0 600 12150 0 600 _ 12150 b 0.0 0.0 0 0 -00 0 '0 c 0.0 0.0 0 .0 0 .0 0 0 12 Infiltration p 0.0 1.0 - 0 0 0 0 0- 0 13 Subtot Btuh Loss=6t8_+11+12 ^r` 45465 - •r• "** 45465 - "" "*•" **" *•' ••• 14 Data Both Loss 0% 0 - •" 04' 0 * *• 15 Total Btuh Lose-13+14 "^* 45465' `•^ `*^ 45465 •.. "*"" "• ••• 16 Int Gratin: People@ 300 4 - •• 1200 4 - rni 1200 ww _ `••• Appl. @ 1700 0 •* 0 0 rmrm 0 Crm iui 17 Sublot RSHGain=7+S_+12+16 .... ••`. 33044. •""" `•*• - 33044 18 Dud Etch Gain 0% ••• 0 0% ••• 0 ••• `•• 19 Total RSH Gam=(17+18)*PLF _ 1.00 "•` 33044 1.00 •"• 33049 ••• 20 CFMAG Requhed •••• 1767 1767 'rr 1767 1767 *Yr* m. Printout certified by ACCA to meet all requirements of Manual J Forum MANUAL J: 7th Ed. RIGHT-J: V 3.0.14 RIGHT-J WINDOW DATA Job N: bile name: W S D W G L S S O N A S N K I A L O T H V G N H D Y R L A W R A H L G C 'W L Z E M D G Z L O WAREHOUSE SIN 10888 default.BLD O O W V V H R R G X Y T G W S H N H T A A M R R SIN 10888 RIGHT SHORT FORM Filename: default.BLD Job k: Htg Clg For. WAREHOUSE Outsidedb 45 91 LOT 44 KINGS HIGHWAY Inside db 70 75 _ ' FT PIERCE DesignTD 25 16 Daily Range - L Inside Humid. - 50 By: D&H AIR CONDITIONING Grains Water - 62 4619 NW. GASTONIA STREET Method Simplified PORT' SAINT LUCIE - FL 349-83 — Const-glty Poor 871-6156 Fireplaces 0 BEA1TNU EQUIPMENT COOLING EQUIPMENT Make COMFORTMAKER Make ---GBMrORTMAKER - Nrodel" WITBH 6- KW HEAT' Modei SEER 12 Type AIRHANDLER Type -CONDENSING UNIT Efficiency /HSPF 0.00 COP/EER/SEER 0.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1767 CFM Actual Cooling Fan 1767 CFM Htg Air Flow Factor 0.039 CFM/Btuh Clg Air Flow Factor 0.053 CFM/Btuh Space Thermostat Load Sensible Heat Ratio 90 ROOM NAME AREA HTG CLG HTG CLG SQ.FT. BTUH BTUH CFM CFM WAREHOUSE 600 45465 33044 1767 1767 Entire House d 600 45465 33044 1767 1767 Ventilation Air 0 0 Equip. @ 0.95 RSM 31391 Latent Cooling 3624 T AY ann ACACC Oanlg i I1 C6 14c4 MANUAL J: 7th Ed. RIGHT-J., V3.0.14 SIN 10888 RIGH74 COWONENT- CONSTRUCTION REPORT Filename: definit.BLD 'Lone: Entire House Job ff For WAREHOUSE --- LOT 44 DINGS HIGHWAY FT PIERCE- I}y: D&H AIR CONDITIONING 4619 NW. GASTONIA STREET P1JR'E- SAI-N-T--LIiGZ-1 8'/ 1-615 6 1R9 elk Onisidedb-- 15 9-1 — Insidedb. 70 75 Desigalb 25 16 -DaHyRanb�e - L Grains Water - 62 R, ILTRAIlO1V FL- 34-0,8-3- Methed— Sitapl -€ied— ConsL glly Poor -Fireplaces 0 WALLS CST DESCRIPTION AREA. R- VAL A/R LOSS GAIN ILA- Wood Fr,No- Ins.f-ypZgl'= Ru 1, -Rhcat-h .AHllll 3_;/- ,i ���� _u�,,�i� _4(16gg -- 12A Wood Fx,No Ins.,1/2" Gypsum,R0.5 Sheath 0 3.7 0.0 0 0 WRiEt w -- -- CST DESCRIPTION ]-A Wood Frame, Single Pane, Clear Glass -D99RS - CST DESCRIPTION 1-113- Metal, Fiberglass Core-& Storm 11A Metal, Fiberglass Core CEILINGS CST DESCWI10N 16D Under Unconditioned Room, R-19 Insul FLOORS CST DESCRIPTION 22A Slab Floor on Grade, No Edge Insulation AREA R-VAL AIR -I)OSS -- GAIN 0 1.0 0.0 0 0 AREA It-VAL AIR LOSS GAIN 0 - 2.7 0.0 0 0 0 1.7 0.0 0 0 AREA R-VAL AIR LOSS GAIN 600 18.9 31.8 795 1145 AREA R-VAL AIR LOSS GAIN 600 1.2 486.0 12150 0 NIANIJAL J: 7th Ed. RIGHT-J: V3.0.14 A SECTION q c''..Ci MASONRY/STEEL COLUMN ATTACHMENT 1316 FIRE RESISTANCE DIRECTORY 7 FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continued Design No. X515 Rating-3 Hr. 1. Steal Studs-1 5/8 in, wide with leg dimensions of 1.5/16 and 1.7/I6 in. with a 1/4 in. fold. ed flange in legs. fabricated from 25 MSG galy steal. Steel stud cut 1/2 to 3/4 in, less in length than assembly height. 2. Wallboard, Gypsum'-1/2 in, thick, three layers. Attached to duds with steel screws. Borer Gypsum Inc. -Type aG.C. Canadian Gypsum Co.. Ltd. -Type C. Celotax Corp: Type FRP. Domtor Gypsum -Type 5. Eagle -Gypsum Products -Type EG-C. Georgia Pacific Corp., Gypsum Div. -Type GPFS C. Pence Gypsum Co. -Type PG C. Republic Gypsum Co. -Type RG-C. Standard Gypsum Corp: Type So C. Temple-Inland Forest Products Corp. -Type TP.5. United Ste bus Gypsum Co. -Types C. IP-%2. 3. Screws -Self -drilling. Phillips bugle head stool screws. I in, long screws used to attach inner layer and middle layer over flanges to studs. 1.5/8 in. long screws to attach middle layer over web and outer layer over flanges, and 2-1/4 in. long screws to attach outer layer over web. All screws spaced vertically 12 in. OC at each layer. 4. Corner Bead-28 MSG galy steel, 1.114 in. legs. attached to wallboard or lath with 4d by 1. 1/2 in. cement coated box nails spaced vertically 12 in. OC. S. Finishing System -faint compound. 1/16 in. thick. applied over corner beads and outer layer of wallboard. As an alternate. be. 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 6. Stool Column -Min. size of column. W 10 x 49, with outside dimension of 10 x 10 in. with a flange thickness of 9/16 in.. a web thickness of 5/I6 in.. and a crosssecdonal area of 14.4 sa la. 'Bearing the UL Classification Marking Design No. X516 Rating-2 Hr. 1. Wallboard. Gypsum'-5/B in. thick, three layers. Nom 3/32 In. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Wallboard installed with- out horizontal joints. Borer Gypsum Inc. -Type BG.C. Canadian Gypsum Co.. Ltd. Types C. SCX, SHX, WRX. Celebes Corp. -Type FRP. Domtor Gyp... -Type 4, 5 or C. Eagle -Gypsum Products -Type EG-C. Georgia-Pocific Corp.. Gypsum Div. -Type DGG. GPFS-6 or GPFS-C. Nntlnnnl l: vnvum Cn.-Tvnn FR nr WR FIRE RESISTANCE DIRECTORY (9XRHI 1317 FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continued Republic Gypsum Co. -Type RG.C. Standard Gypsum Coro. -Type SG.C. Temple-Inland Forest Products Corp.-Typr TP-5. United Stator Gypsum Co. -Type C, IP-%1, IP.X2. SCX. SHX or WRX. 2. Screw, Wallboard -sou -drilling: spaced 12 in. OC. 3. Corner Treatment -Steal corner bead and joint compound or veneer plaster. 4. Steel Angle -Gary. 1.1/4 by 1-1/4 in,, 0.021 in. thick, 10 it long. 5. Metal Strapping -Sheer steel; wrapped around column, located a midheight and 18 in. from each and. 6. Neils -Ring shank. 1-3/8 in. long; randomly spaced as required for support during constrec. ilea. 7. Steel Column -Min size of column, a W 10 x 49, with outside dimensions of 10 x 10 in. with a flange thickness of 9/16 in., a web thickness of 5/16 in., and a cross -sectional area of 14.4 sq in 'Bearing the UL Classification Marking Design No. X517 Rating-2 Hr. 1. Steel Stude-1-3/8 in. deep by 1-5/8 In. wide with 1/4 in. folded flange in legs, fabricated from 26 MSG electragalvanized steel. 3/4 by 2 in, rectangular cutouts punched in ands. Studs cut 1/2 in. or less In length than assembly height and attached to inner layer wallboard with No. 6 by 1 in. long self -tapping sheet metal screws spaced vertically 24 in. OC. Alternate Construction, Steel Framing Members' -Clips attached to column flange 4 it OC and 1-1/4 In. from the top and bottom of column. 14/4 in. by 1.114 In. 28 MSG angle laid in place over clip. Angle cut 1 in. lass in length than assembly height. Parker DBVICee. Inc. 2. Wallboard. Gypsum' -Two layers of 5/8 in. thick wallboard. Outer layer attached to steel studs with No. 6 by 1-5/8 in. long self -tapping sheet metal screws spaced vertically 12 in. OC. As on option, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire Sur. face of Classified veneer baseboard. Boral Gypsum Inc. -Type BG.C. DDDG3 or DDG2. Coulter, Corp. -Type 8, FRP or SF3. Damtor Gypsum -Type 6 or C. GPFSI. GPFS3. GPFS-6 or GPFS.C. National Gypsum Co. -Type FSW-G or FSK.G. Pasco Gypsum Co. -Types C. PG-3, PG-C. Republic Gypsum Co. -Types RG-1. RG-3 or FIG C. Standard Gypsum Corp. -Type SG-C. Temple-Inland Forest Products Corp. -Types T, VPB-Type T or TP-5. Three Rivera Gypsum. Inc. -Type 3R3. 3. Corner Beads -No. 25 MSG galy steel, 1.114 in. lags. Attached to wallboard with No. 6d by 1-3/4 in. nails spaced 12 in. OC at each leg. 4. Stool Column -Min size of column, a W 10X49, with outside dimensions of 10 x 10 in, with a Range thickness of 9/16 In., a web thickness of 5/16 in., and a cross -sectional area of 14.4 sa In. 'Bearing the UL Classification Marking a J 4 J ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM DATE: [b- Z"' ql OQ NAME OF FEEPAYER : 6A kp_ h ADDRESS: PERMIT #: b O ROAD IMPACT ZONE: THE IMPACT FEE CALCULATED HEREIN HAS BEEN DETERMINED BASED ON THE FEE-SCHEDIILE ADOPTED ON 9-19-95, EFFECTIVE 1-"l 96'. --------------------------------------- IMPACT FEE CALCULATIONS LAND USE TYPE: # OF -UNITS: # SQ FEET (PER 1000): ROAD: (# SQFT - BY 1000) C (FEE PER UNIT).= ($) x �. DD _: $ PUBLIC BUILDINGS: � � _= $ ., /0 c FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION CHAPTER 4 — Commercial Building Compliance Methods Administered by the Department of Community Affairs FORM 40OD-97 t Renovations & Systems Prescriptive Method ALL CLIMATE ZONES Project Name: 5 Zone: - Address: Classificatio lding n: �j City, Zip Code: [ Building Permit No.: BUIIV Z - d Permitting Office: C Owner.deC 511Ci,rLJf Jurisdiction No.: BUILDING INFORMATION WALLS I ROOF/CEILING I FLOORS DOORS GLASS TYPE U AREA TYPE U AREA TYPE U REA TYPE U AREA TYPE U AREA Concrete CBS Under Attic Slabon cede Wood Sin le wall Wood 6 Single AssemblyRaised wood Metal Double wall Metal frame Other. I Raised Concrete single, roof Insulation -via ue I - Insulation -value nsulation -via ue I ol Q Other I I Double, =1 SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE Unitary & Heal Pump t.v f S Central & Heat Pump Btufi ElecInc <65,000 Bluth SEER <65,000 _HSPF Resistance ❑ 265,000 Btum — EER _ IPLV 265,000 Blum _ COP Dedicated Heat Pump ❑ Water cooled —EER —IPLV Watercooled _COP Gas Evaporatively cooled —EER Evaporatively cooled COP t��l30 Natural ❑ PTAC —EER Electric Resistance OO ICOP LPG ❑ Chiller —COP —IPLV Gas/Oil(circle one) HRU ❑ Gas heat pump _ COP <225,0001300,000 Blum —AFUE Other. ❑ Other. 2225,70.000 MUM —Ei Total Ughling Wattage I L 6 o f SIZING CALCULATION (Alfth DUCTS R-value Location 1LIGHTING . Total Conditioned Floor Area 6©o Watts/sq.h. PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) Components Section I Requirements Check Operations Manual 102.1 1 Operations manuat will be provided to owner. Windows 406.1 1 Maximum of .3 cfm per sq.ft. of window area. Doors 406.1 Maximum of 1.2 clot, per s .ft. of door area. Joinwcmcks 406.1 To be caulked, gasketed, weathemtd ped or otherwise seated. Reheat 407.1 Electric resistance reheat prohibited. Ventilation HVAC Efficient 409.1 407.1.408.1 Supplied with readilyaccessible switch for shutoff and/or volume reduction when ventilation is not required. Minimum efficiencies — Heatin : Tables 4.7, 4.8, 4-9. Cooling: Tables 4-3, 4-4, 4-5, 4-6. - ✓ HVAC Controls 407.1 Separate readily accessible manual or automatic thermostat for each system. V HVAC Ducts 410.1 Air ducts, fittings, mechanical equipment and plenum chambers shall be mechaNcally attached, sealed, insulated and installed in accordance with the criteria of section 410.1. V Balancing 410.1 HVAC distribution system(s) tested and balanced. Piping Insulation Water Heaters 411.1 412.1 In accordance with Table 4-11. Automatic electric storage Water heaters 5120 gallons and gas & oil fired storage water healers 575,000 Blum shall meet performance requirements in Table 4.12 Electric>120 gallons: standby loss 5.30+27NT. Gas>75,OD0, Oil>105.000: E,.78, Standby loss 51.30+114NT. Gas, Oil >155,000: E,.78, Standby loss 51.30+95NT. tj Swimming Pools & Spas 412.1 Spas & heated pools must have covers. Non-commercial pools must have pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Hot Water Pipe Insulation 412.1 Piping heat loss is limited to the levels in Table 4-11 for circulating systems and the first 8' of pipe from a storage tank. rt f / �J Water Fixtures 412.1 Shower head water flow restricted to maximum of 2.5 gpm at 80 psi. Toilets meet 42CFR 6295(k). Public lavatory fixture maximum now of .5 gpm; or if salt -closing valve, .25 gallon cimulating, .5 gallon non -circulating. V Ughling 415.1 Ballasts shall have Power Factors no less than.90. is in compliance ARCHITECT: ELECTRICAL SYSTEM DESIGNER: _ LIGHTING SYSTEM DESIGNER: MEC41ANICAL SYSTEM DESIGNER: PLUMBING SYSTEM DESIGNER:_,__, I hereby certify that the plans and speoifiCatien covered oy the Crfll :ion are iq compliance with the Florida Energy Code. PREPARED BY: DATE I hereby cerlity that buildup's,n compii wi. me Flrx,4a En Coe_. OWNER AGENr: ___ DATE: Review of plans and specifications covered by Ws cakuahon indicates compliance w the Florida Energy Coda. Before construttion is completed. Nis building will be inspected for compliance in accordance with Section 553.908. F.S. BUILDING OFFICIAL• 0 FORM 400D-97 ALL CLIMATE Z'CNES Building Component Efficiency Required Value Installed Fenestrations: Climate zones 1,2,3 U-0.87 Climate zones 4,5,6,7,8,9 .7 SC (.61 SHGC)>1'OH .55 SC (.48 SHGC) no OH Wall: Masonry Climate zones 1,2,3 R-7 Climate zones 4,5,6,7,8,9 R-5 Wood frame — all zones R-11 Metal frame — all zones R-13 Roof: Built-up .. Climate zones 1,2,3 - R-16 Climate zones 4,5,6 R-14 Climate zones 7,8,9 R-12 Attic or Drop ceiling All zones R-19 Floor: Slab -on -Grade R-0 Raised Wood R-19 Raised Concrete R-7 Infiltration Code minimums per sec. 406.1.ABCD.1 Cooling System Code minimums per sec. 407.1.ABCD.3 Heating System Code minimums per sec.408.1.ABCD.3 Ducts Code minimums per sec. 410.1.ABCD.2 Piping Code minimums per sec. 411.1.ABCD.1 Domestic Hot Water Code minimums per sec. 412.1.ABCD Motors Code minimums per sec. 413.1.ABCD Lighting UPD: W/s.f. per Table 4-16 Controls: 1. Two banks per space with separate manual controls; or 2. One occupancy sensor per space (or other automatic control) 1. Code minimums shall be met for components being retrofitted with new equipment. 2. Repairs to equipment need not meet Code and should not be construed'to require'a replacement of•equipment. 3. Where existing components, such as ducts or electrical wiring, are utilized with areplacement system, such existing components need not be replaced. -2- :1 a XJ BUILDING COLUMN C ' rONJOBOR WILL BE MA[ SCANNED BY St. Lucie County {/5 REBAR 90' BEND 5' LEGS EACH SIDE WELDED TO COLUMN AND EMBEDDED IN FILLED CELL 4' O.C. VERTICALLY INTERIOR MASONRY WALL 4 ° 4 9'. 4. tr a i t li�• J \ J .. d /� SECTION /n� ��! r 19t c« a 31 IQrOM A AS90CIATES, NC e BARKLEY 1111i�ffdP\9A�6®fl9AIL z ''acorsu[mvc=vlcwms' Rumrxs 8031-0 s TRe ms ua AAASONRY/STEEL COLUMN ATTACHMENT .< 1316 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continued Design No. X515 Rating-3 Hr. 1. Steel Studs-1-5/8 in. wide with leg dimensions of 1-5/16 and 1-7/16 in. with a 114 in. fold- ed flange in legs, fabricated from 25 MSG gals steel. Steel stud cut 1/2 to 3/4 in. less in length than assembly height. 2. Wallboard. Gypsum'-1/2 In. thick, three layers. Attached to studs with steel screws. Boral Gypsum Inc. -Type BG-C. Canadian Gypsum Co., Ltd. -Type C. Celotex Corp. -Type FRP. Dumper Gypsum -Type 5. EaglaGypsum Products -Type EG-C. Georgla Pacific Corp., Gypsum Div. -Type GPFSC. Patient Gypsum Co. -Type PG-C. Republic Gypsum Co. -Type RG.C. Standard Gypsum Corp. -Type SG-C. Temple-Inland Forest Products Corp. -Type TP-5. United States Gypsum Co. -Types C. IP-X2. 3. Screws -Sell -drilling. Phillips bugle head steel screws. 1 in. long screws used to attach Inner layer and middle layer over flanges to studs, 1-5/8 inlong screws to attach middle layer over web and outer layer over flanges, and 2-1/4 in. long screws to attach outer layer over web. All screws spaced vertically 12 in. OC at each layer. 4. Corner Bead-28 MSG gale steel, 1-1/4 In. legs, attached to wallboard or lath with 4d by I. 1/2 in. cement coated box nails spaced vertically 12 in. CC. S. Rnishing System-loi nt compound. l/16 in. thick, applied over corner beads and outer layer of wallboard. As an alternate, nom. 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 6. Steel Column -Min. size of column. WIG x 49. with outside dimension of 10 x 10 in. with a flange thickness of 9/I6 in., a web thickness of 5/16 in., and a cross sectional area of 14.4 se in. 'Bearing the UL Classification Marking Design No. X516 Rating-2 Hr. _ r=7 2 1 r J^ a1 tw S i 6 I ex . * 1 Wzdlbosi, Gypsum� '5L8:m thick, th ee IayerszN . om 3/32 in. thick gypsum veneer plaster "may ba apyhbd. to the anti a Suifaceof Classified veneer baseboard. Wallboard installed with. gout horizontal loiBts. / . - BaratGypsumins-T4.13GC ' I CadadiaP Gypsum Ca.. Ltd Types C°SC_% SFIX. WRX.' Caldtex,CorP TYPe FRP. s -� 11 . Domtar Gypsum Typis 6 or C - i ; '£eglaGypsum products-Type'EG-C. '- -_`:Gaorg_a-Pecifle,°.Gybsu oDiv. Type DGG. GPFS-6 or GPFS-C. _ • r..__.. .. .. n, Wn FIRE RESISTANCE DIRECTORY (BXRHI 1317 FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continued f Republic Gypsum Co. -Typo RG-C. Standard Gypsum Corp. -Type SG-C. Templalnland Forest Products Corp. -Type TP-5. United States Gypsum Co. Type C.IP-XI, IP-X2, SCX, SHX or WRX. 2. Screw. Wallboard -Self -drilling; spaced 12 in. CC. 3. Corner Troetment-Steel corner bead and joint compound or veneer plaster. 4. Steel Angle -Gel, 1-1/4 by 1-1/4 in.. 0.021 in. thick. 10 It long. 5. Metal Strapping -Sheet steel; wrapped around column• located a midheight and 18 in. from %f each end. 6. Neils -Ring shank, 1-3/8 in. long; randomly spaced as required for support during construc. lion. 7. Steel Column -Min size of column, a WIG x 49. with outside dimensions of 10 x 10 in. with a flange thickness of 9/16 in., a web thickness of 5/16 in., and a cross -sectional area of 14.4 sq in. 'Bearing the UL Classification Marking Design No. X517 Rating-2 Hr. 1. Steal Studs-1-3/8 in. deep by 1-5/8 In. wide with 114 in. folded flange in legs, fabricated from 26 MSG electrogalvanized steel, 3/4 by 2 In. rectangular cutouts punched in ends. Studs cut 1/2 in. or less in length than assembly height and attached to inner layer wallboard with No. 6 by 1 in. long self -tapping sheet metal screws spaced vertically 24 in. OC. Alternate Construction, Steel Framing Members' -Clips attached to column flange 4 ft OC and 1-1/4 In. from the lap and bortom of column. 1-1/4 in. by 1.114 In. 28 MSG angle laid In place over clip. Angle cut I In. less in length than assembly height. Parker Devices, Inc. 2. Wallboard. Gypsum' -Two layers of 5/8 In. thick wallboard. Outer layer attached to steel studs with No. 6 by 1.5/8 in. long self -tapping sheet metal screws spaced vertically 12 in. CC. As an option. nominal 3/32 In, thick gypsum veneer plaster may be applied to the entire sur- face of Classified veneer baseboard. Karel Gypsum Inc. Type BG-C, DDDG3 or DDG2. Celotex Corp. Type B, FRP or SF3. Damter Gypsum -Type 5 or C. Eagle -Gypsum Products -Type EG C. Georgia-Pacific Corp.- Gypsum Div. Type GPFS 1, GPFS3, GPFS-6 or GPFSC. James Hardie Gypsum -Type IS. National Gypsum Co. -Typo FSW-G or FSK-G. Pabco Gypsum Co. -Types C. PG-3. PG-C. Republic Gypsum Co�Types RGA, RG-3 or RG4:. Standard Gypsum Carp. -Type SG-C. Temple Inland Forest Products Corp. -Types T, VPB-Type T or TP-5. Three Rivers Gypsum. Inc. Type 3113. 3. Corner Beads -No. 25 MSG galv steel, 1.114 in. legs. Attached to wallboard with No. 6d by 1-3/4 in. nails spaced 12 in OC at each leg. 4. Steel Column -Min size of column. a W IOX49, with outside dimensions of 10 x 10 in. with a flange thickness of 9/16 in., a web thickness of 5/16 in., and a cross -sectional area of 14.4 sq in. 'Bearing the UL Classification Marking 89 6--r COATS20 COFFEE 3. 0 t SHI P'NCF;ACEECErVING FR STANDING Coo Tlf 30 b. -V 5'-6' CESSIBLE CON BAROOM < pm Z. 3.,. 1 SHO E (ODI Aw ENE( TS-A O 11-2 Ta _A 8-2 -Vvfj PLAN 7 lEO PRAWN . . . . . . JOB NO. FAJ 98-031