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HomeMy WebLinkAboutPLAN APPROVALSt tUcie county . l :-T3 E.. t j . State of Florida _Plan Approval Model: D-8920 119599 x 2090." x 9909' Equipment Shelter VF APPROVED DATE 4/26/12 PFS CORPORATION Cottage Grave, WI Manufactu ed by: Fibrebond Corporation 1300,DavenportDrive .. Minden, Louisiana 71055 . (Voice) 318-377-1030/800-824-2614 (Fax).318-371-6391 www.fib'rebond.com PFS Corporation - Assurance you canbuild on® An Employee -Owned Company - PLAN.REVIEW REPORT #1 Headquarters\ Manufacturer:. Fibrebond.Corp. ' 1507 Matt Pass Cottage Grove, Wl s3527 .. Attn: Dean Williams Model #: D-8920 ' Phone: 608.839.1013 Fax: 608.839.1014 Compliance for: FL Date:4119112 WP ..ryomtl.n.coM - Reviewed By: Mark Severson. (608) 839-I432 Email. mseverson&fscorporation.com P.W.ar Slake, PE Plan. Reviewers please protect docnnrent before sending to client (On the Tools menu, click Protect mslifka@pfsomp.r.d.n.00m Document, and then click on comments and then enter a password.. Jams A. Rothman, BE ExecuWaMee PrealdeM Please respond to ALL deviations. below. See last page of deviation report for Seel., Mee PmsldenG GC Irothman@pfsooryoration.eom - instructionson, howto respond to ALL deviations. Please send this Word document (devia ' report) back widryotir corrections to the plan reviewer. eaytoaeratr�as. rov>de Form 302-2010-missing from package. sty .�z-7AItl1�al ggg Bloomsburg. PA 570.7 The exterior door referenced,on Item List as FL3078.3 has a design pressure of plus _.8398 or minus 60 psf and plus or minus 45psf. Pressure for components shown on DaalleasIX "'I Dallas, calculation is +54/-48. In addition the product approval for the door has not been . 214.221.55B5 updated to the 2010 Florida code. Revise as necessdarv.. � �� Los Mgales, CA • 310.559.7287 ✓dicate the door mangy octurer on the Item List. Cottage Grw., Wl WELM.1013 ' �l Delete the Foundation Pl.pn-ShectNo. S. southeast Raleigh, Nc 919•B65.W0 lJelete structural calculations for 200mph wind speed. saasoMw M.Mone,AL 256.634.4071 Cc: Jeremy Hopland scnaaRaca .. AcumnElo e6P19 ' �i4' FS PFS Corporation An Employee -Owned Company April 26, 2012 Headquarters 1507 Matt Pass Cottage Grove, WI 53527 Ms. Ila Jones Phone: 608.839.1013 State of Florida ,Fax: 608.839.1014 Dept. of Community Affairs 2555 Shumard Oak Boulevard Welosite Tallahassee, FL 32399-2100 www.pfscorporation.com Assurance you can build on James A. Rothman, PE RE: Fibrebond Corporation , President Minden LA jrothman@pfscorporation.com Model: D-8920 11'5"x20'0"x9'0" Equipment Shelter Dear Ms. Jones: Regional Offices Northeast. Enclosed please find one set of documents for the above -noted model. Bloomsburg, PA 570.784.8396 southcentral PFS Corporation hereby certifies that it has examined the building plans and other documents Plano, TX submitted by the manufacturer for certification and found them to be in compliance with the 972.424.2740 following codes and standards: Wester Los Angeles, CA 310.559.7287 2010 Florida Building Code Building - 2010 Florida Building Code Residential Midwest Cottage Grove, WI 2010 Florida BuildingCode Mechanical 608.839.1013 2010 Florida Building Code Plumbing •- Southeast 2010 Florida Building Code Fuel Gas Wake Forest, NC 919i217.7002 2010 Florida Building Code Energy Conservation 2010 Florida Fire Prevention Code Sales Office Mentone, AL 2012 Florida Accessibility Code 256.634.4071 2008 National Electrical Code 9N-3 FAC for Product Approval un If you have any questions concerning this submission, please feel free to contact this office at j any time. ., Approved By: ACCREDITED Mark Severson Plan Reviewer — SMP-0000020 Enclosures: As Stated cc: Dean Williams File 1 1 • s VFa7/ Dale Received at /rys `IBC Transmittal No. (by PFS)FS) .Project Numlier (by PFS) ADDITIONAL ORNODIFIED ACCEPTANCE (MODULARS/PANELIZED) This form is to be used only when the manufacturer is seeking acceptance of an additional model, revised model or model name change which'uses a previously accepted building system. Current PFS Building System Acceptance # Model Name/No. Manufacturer's Name Plant(s) at which model will be produced Check One: ❑ NEW MODFL ❑� Revised Madel" D211'S" x 20'0" x.9'0" Equipment Shelter Fibrebond Corporatlon . 1300 Davenport Drive Minden, LA 71055 TECHNICAL DATA Conforms Floor Plan Showing: Yes No N/A Braced Wall Method or Shearwalls . Building Size (LW Dimensions) % Room Sizes, Light & Ventilation Schedule X Exit Requirements % Electrical Outlet Spacing & Smoke Detector X Location of Labels& Data Plates % Use Group; Type Cont., Total Sq. Ft. Area % Plumbing System Design or Reference No. eat Loss Calculation or Reference No. VAC/Fumace Size/Model No. Thermal Performance Calculations or Reference No. Electrical Load Calculations or Reference No: Service Size and Location Applicable Building Codes Submit model to the following states: Florida *Description of Modification: Requested by: DEAN WILLIAMS Date: 15-Feb-12 designer) - For PFS Use- StaffPlanReviewer IBC Certification#: -Date: 4/26/12: stmcwral Calculation(s)Reviewed By: P.E.# Date: Remarks —(7) copy sent to IBCwithin 15 days of approval. I>12BALAPPROVALOIVEN By Whom: To Whom_ . Date MODELWASDEVIATID .. _ �- Revision Nwlber THIS FORM SHALLEEFE.LED OUrCOMPLarffi.Y WITHEACHMODELACCEPTANCE cc: PRIO.RTO SUBMLTrALTO PFS. Vorms\form-m Rev 5113108 MB an'RMS PFS/. APPROVED �DDAATE 4/26/12 TION Cottage Grove, W • V•••••_ FLOREDACODE FOR BIUUMING D GENVELO E PRESCRMnW METHODUCTIO CHAPTER 5—BWLCIENCY All Climate Zones Form 502-2010 Project Name: '� Buildings that may somplY by this farm: shell bdlWings (Prellmhary), renovation, change of .. belam 1979,koded Orel use bullding, building ryslem ohengeouls} PWdress• OI G!L{/tPN 700 eccuparryrype Permitted c'dv. av Gaae:e�2 � eddNg PeamiM. EuOder. PenWiWg oll Owner. Judstlkdon Ne: BUILDING ENVELOPE MFONMATION RENOVATON; CNANGEOF OCCUPANCY TYPE; USEBUILOING; ENVELOPe0OMPONENT SHELLBUILDING UMREDISPECIAL UGHT;NG OR EOUWMENT CHANGECUT Rook Absorptaxe: War: Above gmdemll Absorpi.c Abso ll , n _ 4— O� R-valu slue): `O 1 v / VV Belowgredewall Root. Raised Floor Insulass: R-vehle (LLvalue): Slabs var: NOmquimmentunWseheated: Fessamtion: U-tect(b_yew '&HGG (by percent of vrdl area>: M^r `^ ` � — f % , ` Overhang Pro)ectlon Fador(PFI: skylights: SHGG U falftar. NA. Pementolroalama: SYSWMSINFORNAMON SYSTEM Type (dassdba system) Sire (capecilyl SlringcdcA5011 Elrtlency Rating Allwnndtlanin system Hearing system CFM Vermlallon Lecatbn: Fen Pourer. Rvalue Duds Piping Fluid design operetW91®nP: Szed Pipe: Indrea EF Hetwatar Openelms^"",avagablauponampladon: N Horwpower. EleMepower 02wirceS .3^ Openorendasetl Nlas&gav d Moms Lighting Spaeotypla y't $ ,'I llghdng powerdemiy yA PRESCRIPTIYE MFASUflEE I t Opeatens Manuel 303.9.1 Operadoras manual pmvlded to amer. Alr In111Va0on: sq.R SMnging doors Per 40244: Windbvm, sirylila sliding glass doom ajordfl :floc or othamiso sealeghts lGRled and laMomfOacks Windows&Doom 602.3 To be sulked, gsskatmd, waaMorsaipped Vented:anl &Inslated sellig. Umented seal & Imabl ac Or d dll Cavl Dehumidification M4.5 SIMWMeom F,adngftang pmWEhed.Exceptions. HVAC Mabry S03P.3 MWmua dddendes: TablestMiL30H9) Ze^eomanes preven)reheat(mxceplans); separate thermostats antral Perrone; ambined HACaninl S°F FNAC Contralti 50324 tloesiba ,E 'oohs. Ould.alrsupWyIsmdeast dude ahsll have dumper. that auromatcellY datwhan aystamsa, .asetvW ere net in Venilatmn 5r325 use. Ebaust aRenergy mcovarYrealadfar adiigsystms(Emdptons)- Nrtluds,fltlMgs, medallod equlpmeN&Plenum chambea shag be msehanlealN abashed, sealed, limWaled& HVAC Duds E032] WdaOetl per TebW W32].2. Fan powarlirrwiore. BalancN9 50329.1 HVAC dlsilbuarl sysmm(s)tested&balvnced. Report in anslNdlmn dodanenis. /V Piping lnasladen lol HAG andw.rAeanvvater. In aMrd.avaM Table 5032.9 Water Healers 504 Pedarmana requirements In accortlenco with Table 5042. Heat trap mqulna& Vapor-velesdant or Equld averorothermeans proven to adua heat lose an tweed Peals; Thxa aMldr(secspUmc); SMmmin Peels g b00.T Readily acoaseibie on/A awitch gdingsa 5,000 s.L; Spaw anpd; Extedorpnom sensor, Tendon Ughbng Controls 505.2 Sr2.3 Nj were ijf�eaW guomslcvrillampa>e0W l hereby..nvYth I harebeFOrmda saif timeewacd by the calalatiev aseinamp sax Review of plane and specificedoas armed by this calculationimduarcs ampll—.1deWe FlowrIlbelasprWd raPRFFAREDH gai IR:_IZI�L omLhacby BUAIMM OFFTCL4L: mxtiFy ewiththe Maide Ene2y (� DAZE OWNERAO ATE: C.0 2010 FLORIDA BUILDING CODE— ENERGY CONSERVATION FORMS ' SUILDWO ENVEDPE REOVIREMENTS CHANGE OF OCCUPANCY; LIMREO/SPECIAL USE BUILDING( SHELL BUILDINGS LIGHTING OR EGUIPMEWCHANGEOU74 LIGHTING BUILDWGCOMPONENT REQUIREMENT BURDINOCOMPONENT REQUIREMENT Rom. Root 5022 Absvrplenca 50.22 Absmptuw Ras(UeUD3aI R-value vanes R-4o N<O.Bv7 uvalue _ WeR wale Abwa grade wet Abwagmdewag e:Ozo AbmrPwua Rwelue(U wellue) zom R-30(U 50.032) pvalouo(Umlue) lom R-10 (U s0D52) Below gmdo wag Na mqulmment Bel ow gmdo wag Nor remora aced Releed Floor Insulatbn: Ralsed Rcsr Insolence: R.19 (U 50.U52) R-value Uvalue: R-30 U, mcm), Nmelua U-value Wlndowm U-factor SOAS Windows: SHGC (by wlMmvoma)' Weclor 90A5 G.W/.WWRatio 025 SHOC(byvAndowema) 025 40.50%YVYy Pena 0.19 CAMVAVRano > 50 %Nat allowed >40%VNW Rapp O25 SLytighw Skylights 501g SHGC 40.10 SHGC 5136 ❑-lador 51S8 Skylight a tacor Madmumperesntolreolama AS% Opeque Door U-aloe: OpwWo Door U clue: 50.70 Swinging NarswlrgNg 411.45 No"Winging BUILDING SYSTEM REGUIREMENTS SHELLBUILDINGS: OTHERBUILOINGS: MghlHg end HVAC must basvllicienllyetgekntro meot Meftd A uitarla krOre Replacemontsysteme' mllm space ettmie of build-wl. 14VAC Equipment. Nrco�lgoner065 KBWh 13.0 SEER Hatt Wrop(0-651®atU 13.0 SEEN 7.7 HSPF Alrcardinoner> 65-135 KBWh 112EER Heal pump(>65-135 KBWh) 1O.B EER13.3 COP Aircwdlgmsr(>13S240 KBWh) 11.0 MR. 11.21EER HesIWmP(>135RA01®ah) 10.4EEW200P Aira�,nceer(>24 760KBWh) 10.0EER,10.11EER Hest pomp(>240 KEW ES MR. 9.0 IPLV/3.1 GOP Aircvrdldmsr(>760KBWh) 9.7 MR, 9.81EEA Caen lumare(0-225 KBWh) 3t1%AFUE on Wmece(,225 KEW BO%E. Service Hot Water Mgmog LPD for space type m Tale 505.5.3 Sae storage 675,00 R1uh 2209d0m COM.0019V EF Gas etcmge>75,000 Btwh BCE, G. Inceartarlaeu3 M E EIttVk:atonage51210V 097—MW vFF Pipe Insuladm (d a tA, tl x 15'f 0.5 4d1 Dlameter515 NrAan 1.01nsb Olamater>1.5 hH,w 1 Sep FEC-ECTbble 101.4.1; meet codeforcempceeetbeing eheoged es appRcehle. 2 BuUdiag with grater then 50% W WR shall comply with Smdon 506. 9 Mer types ofmpbce ,,,t equipment shaH meet the code minimumfor that type ofegdpmatin the epplialde MWeatSecgo0503.23 aad 5042. gRs5k. APPROVED �DAATE 4/26/12 PFS CORPORATION Cottage Grove, VJl 2010 FLORIDA BUILDING CODE —ENERGY CONSERVATION C.7 t APPROVED DATE -4/26/12 PFS CORPORATION Cottage Grove, WI PRODUCT APPROVAL SCHEDULE Manufacturer: Fibrebond Corporation Plan # �` Zo As required by Florida Statute 653.842'and Florida Administrative Code'9N-3, please provide the information and the product approval number(s) on the building components'listed below if they will be utilized on the manufactured building for which you are applying'for PFS certification. We recommend that you contact your product supplier should you not know the. product approval number for any of the applicable listed products: More Information about statewide product approval can be obtained at www.floridabuilding.org. Category Manufacturer. Product Description Approval # s EXTERIOR DOORS. ,SwingingIG 1 3070, 2 4070 18,16GA GALV. FL63780 Sliding McKinney TA2314NRP26D Hinge out svi(ing FL9003-R1 Sectional Best Mortise Lock w/ lever handle FL6728.6 Roll.up Automatic Other WINDOWS N/A Sin Ie.Hun Horizontal Slider Casement Double Hun Fixed Awning Pass -through Projected Mullion Wind Breaker Dual Action Other PANEL, WALL N/A Siding Soffits EIFS Storefronts Curtain Walls Wall Louver Glass Block Membrane Greenhouse Other PRODUCT APPROVAL SCHEDULE Manufacturer: Fibrebond Corporation Plan # D. �9 Category Manufacturer Product Description Approval # s ROOFING PRODUCTS As halt Shingles Underla ments Roofing Fasteners Non-structural, Metal Built-up Roofing Modified Bitumen Single PI Roofing Sys. CONKLIN RAPID Roof Coating FL4110R1 .Roofing Tiles Roofing Insulation Waterproofing Wood Shingles / Shakes 'Roofing Slate Liquid Applied Roof Sys. Cements — Adhesives = Coatings Roof Tile Adhesive Spray Applied Polyurethane ,Roof Other SHUTTERS RES CORPORATION Accordion Bahama Storm Panels Colonial Roll -up Equipment Others I SKYLIGHTS N/A Sk II ht Other STRUCTURAL COMPONENTS N/A Wood Connector/Anchor Truss Plates Engineered Lumber Railing Coolers & Freezers. Concrete Admixtures Material PRODUCT APPROVAL SCHEDULE. Manufacturer: Fibrebond Corporation Plan # D." 8170 Category Manufacturer Product Description A proval #(s) STRUCTURAL COMPONENTS (cont.) NIA Insulation Forms Plastics Deck 1£ Roof Wall Sheds Others NEW EXTERIOR ENVELOPE PRODUCTS The products listed below did, not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector at the manufacturing plant: .(I) Copy of the product approval from the Local or State Building Commission, or supply all of the information listed on Form No.913= 72.130(5). (2) Copy of the applicable manufacturers' installation requirements. I understand these products may have to be removed if approval -cannot be demonstrated during inspection.. FPS UOKFURATIO'W e. Dean Williams 2/15/2012 M ufacturer•s Authorized Agent Signature Printed Name Date voo�� FL`nRIpA COMMERCIAL PLANS REVIEW. CHECKLIST Cr, C� f_,9gw' Manufacturer: C.i)yd'•�/�©N ModelNamelNumber: PFS.ReferencelPrujectN Reviewer_ Datelteviewed: _ �_APPmvalDate: -- - - - Conforms PFS REF. PFS REQUMEMENTS PLAN SHEET PAGE HAND NOTES YES NO N/A, BBUILDING: - B-1. Occupancy classification .B-2. Specialoccupan requiTements B-3. Minimum type of construction Ei FR FIRE RESISTANT CONSTRUCTION: Ti� FRGI: Fire resistantseparations. FRG2_ - Fireresistant - 'on for a of construction • "'c7 FRG3.' Protection of open s and enetrations of rated wells FRG4. Fire blockin - C-5. DraR i _. . iG6.. Calculated Cue resistance' FIRE SUPPRESSION SYSTEMS: - FSS-1. Earlv warnina 3 FSS-2. SmAc evacuation systems schematic -VIA 13 FSS-3. Fire sprin1den FSS-4. Stand i es' FSS-5. Pte-en-neered systmm FSS-6. Riser dia LIFE SAFETY• LS-1, OCCa-antlOadC4 - hies - - LS-2. & capacities LS-3. Earl warningms ste LS-4. Smoke control 'LS-5- Stair aaav=tion LS-6.- systems schematic - (OLER) OCCUPANCYLOAD(EGRESS RE •UHREIVIENIS: OLER-l. Grossoccu anc load !f%Ef: LA OLER-2. Net occupancy load OLER 3. Means of egress - OLER-4. Exitaccess, - OLER-5. Exit and exit dischar e ' ^ER-6. Stairs constr uction/geometry and protection 6_ 7. Doors APPROVED DATE 4/26/1.2 PFS CORPORATION Cottage Grove, WI • Conforms PFS REF. PS REQUIREMENTS PLAN SHEET PAGE NAND NOTES YES NO NIA OLER-11m Emergency lighting a- ar OLER-9. Fxitsigm OLER-10 Specifid occupancy requirements OLER-I I Construction requirements OLER-12 Horizontal exiblexit PaSsagewaYs A (SR) REQIMErM. EN S: SR -I. —ClrURAL Termite mtection SR-2. Design loads SR-3m Wind requirements SR4. Building cavel SR-3. Structural calculations if required) SR-6. Wail.SYsterns SK-7m Mo6k systernS S SM. Roof sterns SR-9. Threshold inspection plan SR-10. Stairs steno MATERIALS: M-1. Wood )--M-3. Aluminum A 14. Concrete I .-9-56 Plastic M-6. Glass M-7- masonry M-8. Gvvsmn board and plaster M-9. Insulating (mechanical M-10. 4 Roofm M-11.: Insulation (AR) ACCESSIBILITY REQUIREMENTS: AR-1. Accessiblerouto AR-2.— Vertical accessibi ity AR-3. Toilet and batWnR facilit1w ARC Driekino. s B uipment AR-6. - special occupancy reoirements AR-?._ Fair Homing requirements 1,je INTERIOR REOUMEMENTS: interior flinishes (flames readlsmoke develpp) Light IR-3. Ventilation IR-4. Sanitation I PFS/. APPROVED DATE 4/26/12 PFS CORPORATION Cottage Grove, WI Conforms (by PFS .REF PFS REQUIREMENTS PLAN SKEET PAGE # AND NOTES YES NO I N/A SS SPECIAL SYSTEMS: SS-1, Elevators CA SS-2. Escalators SS-3. Lids _ ELECTRICAL: E-1. Wiring services E-2. Feeders and branch circuits E-3. - Ovemment protecdon E-4. Grounding B-5. Wiring methods and materials -..T B-6. GFCI°s E-7. Fquipment E-8. Special ocou ancies E-9. Emergency stems E-10. Communication systems E-11. Low -voltage E-12. Loadcalculadons P PLUMBING: %-1. Minimum plumbing facilities '2. Fixture requirements .-r-3. Water supply i in P-4. Sanitary drains e P-i. Waterheaters - P-6. Vents - P-7. Roof draine e P-8. Back flow prevention P-9. _ IrA aeon - P-10- Location water Mly line P-11. Grease traps P-12. Environmental r uirements - P-13. Plwnbing riser - MECHANICAL: M-1. En"calculations M-2. Exhaust systems including clothes dryer exhaust M-3. Kitchen equipment exhaust - - M4. Specialty exhausts stems M-5. Equipment M-6. FquipMLntlocation M-7. Make-up air M-8. Roof mounted equipment kl M-9. Ducts stems M-10, Ventilation MQ 1. Combustion air r*412. Chimneys 13. Fireplaces and vents 4 _.... - I - F APPROVED . DATE 4/26/12 n ��j✓� PFS CORPORATION fJ / Cottage Grove, WI - Conforms b 'PFS REF. PFS REQUIREMENTS PLAN SKEET PAGE 0 AND NOTES YES I NO N/A Iv1.141 Appliances M-I5. Boilers . M-16. Refrigeration M-17. Bathroom ventilation M-'18. Laboratory G GAS:.. G-1. Gas piping- G-2- Venting' 0-3. Cotnbustionair G4. Cidirmovs and vents . -. G=S. Appliances - G-6. Tyliaof pas G-7-• Fireplaces 0-8. LP tank location G-9. Riser di am/shut-offs 9 - RULE 9B-72: STATE PRODUCT APPROVAL - 913-72.005 Scope..An 9B-72.010 Definitions 9B-72.030 Exceptions -- - _9B-72.040 Product Evaluation & Quality Assurance for Local Approval 72.060 optional Statewide Approval Generally 9B-72.070 Product Evaluation& Quality Assurance for State Approval sue, $nvc-r 913-72A80 . Product Validation by Approved Validation Entity for Statc A oval 913-72.090 Product Approval b the Commission 9B-72.100 Approval of Product Evaluation Entities, Product - ValidationEn6ties, Testing Laboratories, Certification .Agencies, Quality Assurance A'gencies and Accreditation Bodies - / 9B-72.110 Criteria for Certification of Independence 9B-72.120 List of Approved Product Evaluation .Entities; Validation Entities; Testing Laboratories, Certification A&ncies, Quality Assurance Agenciesand Accreditation Bodies. 9B-72.130 Forms 913-721135 Revision to Product Aliprovals or Entity Approvals 0-72160 Revocation or Modification of Product Approvals and Ent'Certifications A f ! lr 9B-72.170 Inv esti ations 913-72.180 EquiyglenmofStandards 9D-72.190 Reference Standards BUILDING AT&TDS'qf0lorlda OVERHANG OVERHANG FLOOR WIDTH =r1-175c—)fe—et--j FLOOR THICKNESS=6OO in. RISE FLOOR LENGTH = 20.00 feet ROOFTHICKNESS= 6.00 in. 1.00 in. PEAK FLATROOF=O SINGLESLOPE=1 PEAK ROOF=2� WALL CONCRETE THICKNESS= 4.00 in. TOTAL WALL THICKNESS= 6.875 inches (INCLUDES SHEETROCK, NU -POLY, INSULATION, ETC) WALL A & C LENGTH = 20.00 feet ROOF WALL HEIGHT = 9:00 feet WIDTH WALL B & D LENGTH= 11.50 feet ROOF FLOOF WALL P WALL E WALL WALLE ROOF FLOOF WALL E WALL E WALL ( WALL L GROSS AREA (sq. ft.) INSULATED SOLID TOTAL 141,167 49.212 190.379 0.000 190.379 190.379 0.000 159.817 159.817 0.000 87.124 87.124 0.000 159.817 159.817 0.000. 87.124 .87.124 OK R-VALUE U Florida R-value req'd Calculated Calculated 40.72 0.025 38 2.35 0.742 ? 21:03 0.048 19 avg 21.03 0.048 21.03 0.045 21.03 1 0.048 FLOOR LENGTH PFS/ APPROVED �DAATE 4/26/12 PFS CORPORATION Cottage Grove, WI R-Value Calculator for D8298 Florida 3-13-12.xis 3/16/2012 U r BUILDING AT&T DOWFlorida COMPONENT IROOF'. CAST -IN INSULATION ' Width Length A10.188ftx 18.688ft= 190.379sq.ft. .AiNs Consumed=146.167 sq. ft. Amw = 5 sq. ft. nvoaos =10 void(s) A jmu,,o=141.167 sq. ft. OK A 49.2122 sa, ft. 3/16/2022 oncrete Thickness = 6" OK EPS - StarRFoam 4" . NOTUSED 0" Dow Blue Board 0.5" TSX8500 (Poly- is 2" TSX8500 (Poly-Iso) 2" OSB+NU'POLY? yes 1OK OK 1/2" DRYWALL? yes. TOTALTHICKNESS= 11.375" Panel as5ystem 4" Insulation 0" Insulation Outside5urface 0.17 0.17 Concrete - 2.5" x 0.083 0.21 6.5" x 0.083 0.54 EPS- StarRFoam 4" 14.80 NOT USED 0" 0.00 Dow Blue Board 0.5" 3.00 OS" 3.00 TSX8500 (Poly -[so) 2" 12.90 2" 12.90 TS)(8500 (Poly -ISO) 2" 12.90 2" 12.90 OSB+NU POLY 3/8 in 0.50 3/8 in 0.50 1/2" DRYWALL 1/2 in 0.45 1/2 in 0.45 Inside Surface 0.68 0.68 TOTAL R= 45.61 R= - 31.14 U=1/R= 0.02193 U=1/R= 0.03211 Zone Method U ... 0.02456 U eyuir = R equN = 1./ U equiv, Rewjv= 40.12 OK CONC, THICKNESS USED = 6:50 in. AVG CONC. THICKNESS = 3.40 in. 0.02193 x 141.17 + 0.03211 x49.21 190.38 sq. ft. R-Value Calculator for D8298 Florida 3-13-12.xis r APPROVED DATE 4/26/12 PFS CORPORATION Cottage Grove, WI BUILDING AT&TD . 9)Florida COMPONENT FLOOR CAST -IN Width Length Asti= 10.188ftx 18.688ft= 190.379sq. ANs Consumed = 0 sq. fL AmRmn = 0 sq. ft. 'nvaw =0 void(s) A wsuvnD=0 Sq. ft OK A s,uo=190.379 sq. ft. Concrete Thickness = 6" OK NOT USED '0" -. NOT USED 0" NOT USED 0" NOT USED 0" NOTUSED 0" OSB+NU POLY? n0 ON 1/2" DRYWALL? no ON TOTALTHICKNESS= 6" ' Concrete 6"x0.083 0.50 '61,x.0.083 W50 NOT USED 0" 0.00 , NOT USED 0" 0.00 NOT USED NOT USED NOT USED OSB+NU POLY 1/2" DRYWALL Inside Surface 0" 0.U0 U' 0" 0.00 0" 0" 0.00 0" 3/8 in 0.00 '3/8 in 1/2 in' 6.00 1/2 in 0.68 R= L35 R= U=1/R= 0.74184 U=1/R= 0.00 0.00 3/16/2012 AVG CONC. THICKNESS = 6.00 in. Zone Method U eQuw = 0.74184 U ey"ry = 0.74184 x 0.00 + 0.74184 x 190.38 290.38 sq. ft. R 1/U eQuw. R ey„y= 1.35 JON, VF - APPROVED DATE 4/26/12 PFS CORPORATION Collage Grove, WI R-Value Calculator for D8298 Florida 3-13-12.xis BUILDING AT&TD8'ObFlorida COMPONENT IWALLA Door Width Door Length I CAST -IN 4.50 feet 2.54 feet INSULATION Amai= 8.552 ftx 16.688ft= 148.387sq. A,m Consumed =0 sq. ft. ACaRNUS = 0 sq. fL nvains =0 void(s) A INsuLATED = 0 sq. ft. OK A mun=148.387 sq. ft. Concrete Thickness = 4" OK Dow Blue Board 0.5" Dow Blue Board 0.5" TSX8500 (Poly-Iso) 2" OSB+NU POLY? yes OK 1/2" DRYWALL? yes OK TOTALTHICKNESS= 7.875" Panel as System 0" Insulation 0"insulation Outside Surface 0.17 0.17 ncrete 0."x-0.083 - 0.33 4"x 0.083 _ 0.33 T USED rNO 0" 0.00 T USED 0" 0.00 Dow Blue Board 0.5" 3.00 0.5" 3.00 Dow Blue Board 0.5" 3.00 6.5" 3.00 TSX8500 (Poly-Iso) 2" 1290 2" 12.90 OSB+NU.POLY 3/8 in 0.50 3/8 in 0.50 1/2" DRYWALL 1/2 in OAS 1/2 in 0.45 Inside Surface 0.68 0.68 TOTALI R = 21.03 R= 21:03 U=1/R= 0.04755 U=1/R= 0.04755 Zone Method Ueviv- 0.04755 Ueyuty- R e9UN= 1/.L)eq',v R eyum= 21.03 OK 0.04755 x 0.00 CHECKTHICKNESS AVG CONC. THICKNESS = 4.00 in. + 0.04755 x 148.39 148.39 sq. ft. r APPROVED .DATE 4/26112 . PFS CORPORATION Cottage Grove. WI . R-Value Calculator for D8298 Florida 3-13-12.xls 3/16/2012 i. r BUILDING COMPONENT idth Door Length CAST -IN 4.50 feet 2.54feetj INSULATIC A,j= 8.552ftx 10.198ft= 75.6943sq. ArNs Consumed = 0 sq. ft. AMMEM = 0 sq. ft. nvoll = 0 void(s) A MsuIATED = 0 sq. ft. OK A ..,_ = 75.6g43 sn. ft. 3/16/2012 Thickness = 4" OK NOT USED 0" Dow Blue Board 0.5" Dow Blue Board 0.5" TSX8500 (Poly-Iso) 2" OSB+NU POLY? yes OK 1/2" DRYWALL? yes OK TOTALTHICKNESS= '7.875" Panel as system 0" Insulation 0" Insulation Outside Surface 0.17 0.17 Concrete 4" x 0.083 0.33 4" x 0.083 0.33 NOT USED 0" 0.00 NOTUSED 0" 0.00 Dow Blue Board 0.5" 3.00 0.5" 3.00 Dow Blue Board 0.5" 3.00 0.5" 3.00 TSX8500 (Poly-Iso) 2" 12.90 2" 12.90 OSB+NU POLY 3/8 in 0.50 3/8 in 0.50 1/2" DRYWALL 1/2 in 0.45 1/2 in 0.45 Inside surface 0.68 0.68 TOTAL R = 21.03 R = 21.03 U =1/R = 0.04755 U =1/R = 0.04755 Zone Method U e = 0.0475S J. U eq.V =_ R equiv = 1 / U equiv I' Regvm= 21:03 OK CHECKTHICKNESS AVG CO NC. TH I CKN ESS = 4.00 in. 0.04755 x 0.00 + 0.04755 x 75.69 75.69 sq. ft. 971- APPROVED DATE 4/26/12 PFS CORPORATION Cottage Grove; WI R-Value Calculator for D8298 Florida 3-13-12.xls t. r BUILDING AT&T D8. p lorida COMPONENT IWALLC Door Width Door Length CAST -IN O:OOfeet . O.00.feet INSULATION Width Length Awmj= 8.552 ftx 18.688ft= 159.817sq.ft. Aws Consumed = 0 sq, ft : AwRNO, = D sq. ft. nv(=0void(s) A nuuuh = 0 sq. ft: OK A =159.817 sa. ft. 3/16/2012 oncreteThickness=.: 4" OK NOT USED 0" . NOTUSED 0" Dow Blue Board 0.5" Dow Blue -Board 0.5" TSX8500 (Poly -ISO) 2" OSB+NU POLY? ayes OK 1/2"DRYWALL? yes JOK TOTALTHICKNESS= 7.875" Panel as System 0" Insulation 0" Insulation-- Outside.Surface 0.17 0.17 Concrete -- 4' x0.083 0.33:4"x0.083 0.33 NOT USED 0" 0,00 - NOT USED 0" 0.00 Dow Blue Board 0.V 3.00 0.5" 3.00 Dow Blue Board O.5" 3.00 0.5" 3.00 .13) 8500 (Poly-Iso) 2" 12.90 2" 12.90 OSB+NU POLY 3/8- in O.so 3/8 in 0.50 1/2" DRYWALL 212 in 0.45 - 1/2 in 0.45 Inside Surface 0.69 0.68 TOTAL " R = 21.03 R = 21.03 U =1/R = 0.04755 U =1/R = 0.04755 CHECKTHICKNESS AVG CONG THICKNESS= 4.00 in. :Zone Method U qme = o.04755 U muiv = 0.04755 x 0.00 + 0.04755 x 159.82 159.82 sq. ft. R eauN - . 1 / U e9uW R eQY1�= 21.03 OK APPROVED DATE 4/26/12 PFS CORPORATION_ Cottage Grove, WI R-Value Calculator for D8298 Florida 3-13-12.xIS BUILDING AT&TD%jVFlorida COMPONENT IWALLD I Concrete Door Width Door Length CAST -IN A�j= 8.552ftx 10.188ft= 66.1243sq. AINs Consumed = 0 sq. ft. Acaaxm = 0 sq. ft. nvon=Owid(s) A INSULATED = 0 Sq. ft. OK A v i m = 66.1243 So. ft. 4" OK 0 NOT USEDI 0" Dow Blue Board 0.5" Dow Blue Board 0.5" TSX8500 (Poly-Iso) 2" OSB+NU POLY? yes OK 1/2" DRYWALL? yes OK TOTALTHICKNESS= 7.875" CHECKTHICKNESS Panel as System 0" Insulation 0" Insulation OutsideSurface 0.17 0.17 Concrete 4" x 0.083 0.33 4" x 0.083 0.33 NOTUSED 0" 0.00 NOT USED 0" 0.00 Dow Blue Board 0.5" 3.00 0.5" 3.00 Dow Blue Board 0.5" 3.00 0.5" 3.00 TSX8500 (Poly-Iso) 2" 12.90 Z" 12.90 OSB+NU POLY 3/8 in 0.50 3/8 in 0.50 1/2" DRYWALL 1/2 in 0.45 1/2 in OAS Inside Surface 0.68 0.68 TOTAL R= 21.03 R= 21.03 U=1/R= 0.04755 U=1/R= 0.04755 3/16/2012 AVG CONC. THICKNESS = 4.00 in. Zone Method _ U equ;o = 0.04755 U equly = 0.04755 x 0.00 + 0.04755 x 66.12 66.12 sq. ft. R equN = 1 / U equly R eq d, = 21-.03. OK APPROVED DATE 4/26/12 PFS CORPORATION Cottage Grove, WI R-Value Calculator for D8298.Florida 3-13-12.xis r MoDRue A-9920 D ESlG1J C72/TER/.4 t� .nr�uE DErnaronON . pRECASTPAN6LTELECOMMWJICATONS EQµ1PMENT84ULDINCI OCCIAPANC`f RISK LATE qf)l y 'III PRECASTCONCRETE SEARINCI WALL / SPECIAL REINFORCE SHEAR WALL µNHEATED ENCLOSED S W LDING STRKCTM1RE WITH LOW SLOPE ROOF DIMENSIONS WIDTH L4J L. LEN4ITt 240 in H EIyHT 202 11, A➢ V.. APPROVED DATE 4/26/12 PFS CORPORATION Cottage Grove, WI 2 r s 201D FLORIDASµ1LPiNCj CObE 2012 MINIMNM DESIGN LOADS FORBW LDINCIS AND OT}{ERSTRU.CTIARES ASCE�10 $WLpINCI CO➢EREQIUREMENTS FOR STzR0TARAL0ONCRETEACI 318'03 0SHAREC9LATONS DEGICN D° J LIVE LOAD iu0 WIND LOAD 35ECOND CII,ISTSPEED �`O 61PN' FLOOR LIVE LOAD = Psf EXPOSµRE CATE;gM ` C RDOF LIVE LOAD = 105 Psf. . RDOF ELEVATION H = � ft WALL LIVE LOAD = 10 Psf PRESSW2E CO6FF. Vz = 0.95 SNOW LOAD 60 tt2= Psf paf CIRONN➢ SNOW LOAD pE) MAIN FTt'PRESSWtE MAIN FORCE RESISTNCmV-p= M THERMALFACTOR Ct= 1 NET PRESSWZEP= 45 psf IMPORTANCE FACTOR-1 LL ELEMENTS Fj COMPONENTS EXPOSIAR.E FACTOR Ct = L1 G.S AWAY FROM WALL P= 64 Isf RDOFSNoW LOAD Psf TOWARAS WALL P= 41? P+f SEISMIC LOAD _ MAPPED SHORT PERIOD Ss = :1,26 MAPPED LONCI PERIOD S1= 0.60 DAMPED ACV ELRATION Spz = 0.23 DAMPED ACCELRAlION Spy= 0.60 IMPORTANCE FACTOR I = 1.25 , SEISMI0P694N CAT6CORsf D PROCEPKRE SEISMIC RESPONSE FACTOR Cs= 0.26 ERL((VALENTLATERAL.FORCE SIT> CLASS 'D' INTERMEDIATE PR.ECA:>T SHEAR WALL RESPONSECOEFF- R= 4 0VERST2ENgM FACTOR aJ= 25 APR 112012 FACTORED LOAD ACCELMATON 0.2E g ��ATP Vt. ,IIIIIIfI �� W�..ri CONCRETE S'rRENCITH 5000 Psi \\ Ng�, STEEL `fIELP 60 lu[ ` r\� cN OCRETE wEIGPtr "B LT. WT: FACTOR 6.85 V. m� MopuLE D-sy2o INPUT DIMENSIONAL DATA SLAP THII3V NE5S JOISTSPACIN4 JOIST WE& WIDTH JOISTTtiICKNE55 JoISTSPAN JOIST REINf-AREA CENTSRREINP. ➢EPTH ENDREINF. DEPTH SHEARLEN4T" OFFSET SLAB R61NF. AREA ft61NF. DEPTH LOA➢ DATA LIVELOAD SNOW LOAD SEISMICACCELERATON MATEMALDATA C0NCRETESTRENCITH STEELYIELD 0Al.QuLAlLQhLs- PANCLARVAtICAD LOAD SLAB. SPAN wd V/t ws we Wu= Mu= Vu = ov, = JOIST SPAN = wd wl ws we wu= Mu = Vu= mtAl = vv" = 2 1. 24 bs 6 ", 65 Is. i33 Ls 0.44 W 5.V Ls 4.5� sw 9 f.. 0.10 I.Wft -1.0 Iw %D5 psf e1 Psf 0.167 0 5000 psi 60 ksi 30 psf 1R I„ 19 tsf ias p,f 81 psf i3 tsf 19L psf 43 fbtblft 143 pif 424 fWb/fl 09 ins2 pif 09 i1.08 ft 60 p}f tin pif i63 pzf s pif 4DO plf 6263 ft•Ib 1�s 54 lU 1DSj6 ft-lb 3209 Ib AVERA4ETHICIGNE.SS #6'CAR WITH..S/41 COVER ATMAXIMUM MOMENT AT MAXIMUM SHEAR 6X6-D `'WWR IFS/. APPROVED �DDAATE 4/26/12 PFS CORPORATION Cottage Grove, WI DEAD LOAD LIVE LOAD SNOW LOAD S EISMIC LOAD {FACTORED) MAXIMUM LOAD COMBINATION pARTIAIL`( fIXEP SPAN W L2/10 APR 117012 DEAD LOAD ,1111111// LIVE LOAD SNOW LOAD \\__¢¢6'..,..m...w440 SEISMIC LOAD (FACTORED`}���'�v`E tine 1Ley MAXIMUM LOAD COMSINA'DOM((ff We• sjMpL6 SPAN wL2/e Art 3i8-09 C . Y1.5 i MOPRL6 D-9920 ELOO=� g INPUT DIMENSIONALDATA SLADTHICKNUSS b Gs jOISTSPA01Nq j0ISTWEDWIDTFf 12 Is, JOISTTHIOKNESS 6 1" JOISTSPAN 137 (w JOIST REINF: AREA 0.99 by REINF. PE'PTI'f 4.w Ix SHEAR LENCITH OFFSET 10 b• SLAB R6114F.AREA 0.9L b,P/ji REINF. De'rM 1.0 M. LOAD DATA LIVE LOAD 150 P`f SNOW LOAD 0 P`f 561SMICAWeLERATION 6.16yl g MATERIAL DATA CONCRETESTR.ENryTIt 5000 psi STEELsfIELD GO psC CALCULATIONS PANELAREA DEAD LOAD 59 Psf SLAD SPAN = O Iw wd .52 P`f Wt 150 Psf Ws 0 Psf we 10 Fsf wbl = 309 Psf Mu = 0 f"Ilvil - vu = 0 PIf Pmw= 424 {blb/fk jv, , b 11o22 Flf ' JOIsr SPAN= 11.42 1k wd 62 Plf W. 150 Ttf Ws 0 r;f WB t0 PIf WK 309 Plf Mu— 5034 ¢-kb Vu = 150E lb QMw = 1Y^-235 HI) 6746 Ib 009 SOLID AvaI"ey6 TH ICK.NES.S #6SA" 6' OCEW WITH'3/4' COVER GX6•D5XD5 W WR- APPROVEDI DATE 4/26/12 PFS CORPORATION Cottage Grove, WI SOLID SLAB DEAD LOAD LIVE LOAD SNOW LOAD SEISMIC LOAD (FACTORED) MAXIMIAM LOAD COMBINATION PARTIALLY FIXED SPAN WL?/10 APR 112012 DEAD LOAD \\l� I� //.' 'LIVE LOAD ,.,•••• ��. i� SNOW LOAD ;�'��t �pmH % i SEISMIC LOAD (FACTOZ5- vWo. MAxIMNM LOAD wmM �( Ell _ SIMPLE SPAN WL-/C 13 STATE $:P` OR I •.,•° M AN 318-09 Eo[.'11.5 ���/&IONAd 0 MOUIdL6 D-8920 WiFLL?'A/JEL ' INPur DIMENSIONAL DATA SLAB, ViICKNESS 4 Ix RIB sPAcINq 12 in RIB WeB WI➢TH 12 h' RIBTHICKNESS 4 1w Rm SPAN iD8 6s Rm 6XT. FACE REINF. AREA 0.16 i.o EXT. FACE R.EINF- D6PThi 2.00 l" . iNT. FAcc RSINF. ARSA O.%G La INT. FACEREINF• DEPTH 200 In SHEARLENCtTHDFFS6r 10.00 Ls SLAB REINF.AREA REINF. DEPTH MATERJALDATA CONCRETE STR6NGTh1 STEEL`f1ELD LOAD DArA LIVE LOAD WIND LOAD- AWA`( WINDLnAD-TOWARDS 5615MI0ACCELERATION AALOWAPrIONS PANVLAREA DEAD LOAD SLAB SPAN n WIti Mu = VR = 0m,s OV" = R13- WINDAWA`( FROM WALL -SPAN = Vm Mu= Vu = ¢Vw = RIB- WINDTOWARDS WALL SPAN = Wu= Mu = Vs< {6MW= wvw = O.iG 6wft 200 In 5006 pA CO kst 10 Psf 54 psf 48 psf 0.42 a 38 Psf 6 Ls 54 Psf O fNb/fl 0 Tif i-'3f.2 fblb/fh Qi 2164 rif N075—S SOLID AV 6RAC18 TH10 V HCSS 6X6-D8XD8 WWR SLAB RDINF. GX6-D8XD8 WWR APPROVEDI DATE 4/26/12 PFS CORPORATION Cottage Grove, WI MAXIMUM OF 0-%0 OR 0.40'Scs�'I MAXIMUM LORD COMBINATION PAR.TIALLY FIXDD SPAN WL�/iD 9.00 it lf MAXIMUM LOAD COMBINATIDN yP p 546.8 flf SIMPLE SPA14 WI-PIR sya ib :Lva R-w 2D60 lb (2L AN 3i8-0860..i1-5 9DD fE 48 Ptf MAXIMUM LOAD COMBINATION 486 ¢-lb SIMPLE SPAN W12/8 176 Ib isg2 fl-lb QL 2060 lb jpl� ACI 3i$-01? M-:U-S APR 112012 `\\ �� rGt:roa �4 A olal F �W' M01> ALE 1> 3920 [�.TF7P.4L i}NfiLYS/S TRANSVERSE DIRECTION GOVERNS NOTE INPUT ' DIMENSIONAL DATA TOTAL WIDTH' TOTAL LEN4TH 240 1. TOTAL HEICIHT 3A9 WALLTHICKNe, S 4 Im WALL HE14HT 1D8 Im TOTALSTRt,p,7VME WE14HT 41b kip SHEAR.WALL5E4MENTLEFIGTH 1'" ll` NUMSEROFSASB CONNECTORS 6 CONNECTORSAR6pAYT'oNSUPEw1oz F42 Nt(MSEROFVERT. EDGE CONNECTDRs 5 1NSExTW+rHs/a'Aigssi-n7r.EAo6o won WALL CONHECTORSPACIN4 24 Im PAL r•ul AT10N5 BASE LOADS 5.1 hip 22.8 {bktp WOwXMc s-fREss WIND SASE SHEAR,e MOMENT P p WOw10NG51RE55 SEISMIGSASE SFtEAR§MOMENT 8 k'P =�:J` g-� PIAPHRAel 1 FACTOR.EDSFIEARSTRESSVu= 6 psi SHEARSTREN4TH CVO- go pst � pue to the rnodu[e hetghtta IJdth ratio awd the d[aphragiu thtekmess, the dtaphragne shear strLss farthe uEsmic load or%,/WA load is low. Therefore, the dtaphragwm are OIGbo tnspecttow and no furtlieranaljjsis is required. SHEARWALL 'the rteid diaphragm. will distribute the tateral toad to the shear watts Recarding to relative Shearwatt rigld[ta. Wdholctperform.twg a rigtd diaphragm, awajUem it caw be rtasawaUll assumed the end watts resists half of the total lateral load. WALL ltE1GHT/LENGTH OR TOTAL FACTORED LOAD Vu = 2•Y, ldp SHEA2STRENGTH We= 55.6 kip PLL CONNECTORS SHEARFORCE Vu= 0.5 kip SHEARSTRENgM (PVw= 49 kip 99 WALL OKT OF PLANE LOADING The wall reiwforeem ent has bee. cheolzed for out Of plawe load owpage4 of these APR 112012 l l ti ns 'The eo.ntctors sJlt 4ie ahechcdforoutofptameloadbetow- Ut cuA 0 FACTORED L.DAD IIIILtI/// 243 pL{ WIND LOAD ig0 ?if FACTOREP SEISMICLOAP LOADPERCONNECTOR Vss= 0.49 hip �jl,�EFeI� Tei Va= 1.22 kip VAC CoNN60TORSTREN4 (P ,& APPROVED DATE 4/26/12 PFS CORPORATION Cottage Grove, WI �0STA71a CeF zq,t ?v� `