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HomeMy WebLinkAbout19-21303 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21303 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21303 Address: 39309 AIR PARK RD#2 Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 13-26-21-0010-00000-0030 Improv. Cost: 58,150.00 OWNER INFORMATION Date Issued: 5/30/2019 Name: FIREDRAKE INC Total Fees: 5,130.26 Address: 39309 AIRPARK RD#2 Amount Paid: 5,130.26 ZEPHYRHILLS, FL 33542 Date Paid: 5/30/2019 Phone: 813-788-3514 Work Desc: CONSTRUCT STORAGE BUILDING 40 X 80 X 12 W/ ELECTRIC CONTRACTORS APPLICATION FEES FIRST FLORIDA CONSTRUCTION & REM BUILDING FEE 416.70 OWNER ELECTRICAL FEE 75.38 POLICE IMPACT FEE 521.60 FIRE IMPACT FEE 650.00 PUBLIC SAFETY 5% 58.58 (A A TRAFFIC IMPACT FEE 99% 3,373.92 TRAFFIC IMPACT FEE 1 /0 34.08 �f Ins ections Required FRAME SHEATHING FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as.water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. bw� CONTRACTOR IGNATURE PERMIT OFFI R PERM EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Jacqueline Boges From: FLA_Muni <Avaya_FLA_Muni@duke-energy.com> Sent: Thursday,August 22, 2019 9:36 AM To: Jacqueline Boges Subject: Duke Energy[T2019082200LDS010Z12020945] EXTERNAL EMAIL Dear Jackie, Thank you for contacting Duke Energy Florida. Please know we have received and processed your request. If you have further questions or concerns, please reply back to BSUCCST(a-duke- energy.com or you may contact Business Services from 7:00 a.m. to 7:00 p.m. toll free at (877) 372-8477. Best Regards, Pebbles Customer Care Specialist Duke Energy From:"Jacqueline Boges" <jboges@ci.zephyrhills.fl.us> Sent:August 22, 2019 at 7:39 AM To:Avaya_F LA_Muni@duke-energy.com Cc:"Duke Energy(floridamunicipalities@duke-energy.com)" <floridamunicipalities@duke- energy.com> Subject:REQUEST POWER RELEASE *** Exercise caution. This is an EXTERNAL email. DO NOT open attachments or click links from unknown senders or unexpected email. *** Hello 1 Rev.10=5 �01 �, M�1 Stmdurm L.L.C. Igo: �4917 �. 10205 US fhway 301. *Dade city,FL 33525 i-866-624-9100/352-521-7145/Fax #352-521-7140 Building.SaW Contract olg#: NAME G ME PHONE DAl E STREET 4 ► . WO pH01yE CCfYY STA x[Is f ' ► .S` �• E ` ? +� / CC UMAjG one(3) tna x,. target x tve height aft-s" open ,�fulty ertacett. r--�4(of)__T L► _ .� tsfxs)ov�it�ad do*Ks)--- �/' _ chain Hoist (of} (size)tamhead door(s) Hol (ci0 1. (size)Metal Smvlc+e Dann (of) (size)windows) Masher W Horizontal Roof Vertical Roof HOrtzofttei �, Ditch T -,—1 .soft F�a-'g,.lsui�'/ LTA„__ Grand •Roof /Seam ��U_ --Sb= ) SkylA Cupda�( /Transpareft WeaVw Vary Vertical support posts and trusses to be hkular steel per Fktrida approved efigtneer. Gable V s) ,�� Insulation Roof X/Sides ) Roof and tildes to be of Gaivalume OW sheet!►tO per Bride approved Wind SOW. 11330 Will�)W40�` a�s�MPO "61160 MM Eave posts to be anchored below ground and batdtfilled with wri te, On a Reg System Cl &WW Aspioalt Concrete .. COkxs—Roof: Sltks: TNm: �r Soft/Fascia: A G . ' w k 9......._ Location--- +f Square whit: t'.olttinerits-� �►, 'qQ"+� Gt ! e/,tx,ad , F M p"D A f t ! #WS IQ r e,l tl r to Building Pc mit--- G Poytier Avallable at-- ; Iristagaifart to begin--• .� tts `" ,woodier permimtt . abowxft — *-- ''v" L P� -. Acceptance of Contract „ ;$_S:11Y PY L dy Metal$Vuatwes L.L.C.shag furnish Mat in accordance with the above Specifications for the price of: TeX: $ at {:ust shall pay Metal Sbvctures L.L.C.the stated price for the materials on the following benm, A down paym�t of; �' is due upsrn execution of this Agreement, ..- Total:$ � J�+ L.d� 004 At tkrte 4f permlt#r�$ upon ddh ►of the t obvials$ + I ' Pssrchasa'Is ioidy for as te**wrwb as maybe req*ed by tho peseni UV dWbbn at the counts+W99pWaft ptodaser ap�rat to pay rnz+drtit msa;tut(span bmkV' ddisery and it+dd Chit tnitrYatlort ens cmoete aofts we in adt�itbn to the p mose wfaa omn above.Da to kweasas in bsa9Qissg mawaM sit prices goad f"V90 days N otttsadvns or devWkm tram the above trQecifrAtiatsi,invatvN cxha*Do wo by a ttted only upon wnh]en aides and an atre ohtrQe Doer aid above the stated Atce avt{t ap>dy.Ad sptrtJnertta are cantlsrgerst upon itrNw,acdddtts or delays bayou!our control.M eni Stnsctwsrtu UC wet ua r001aate WOO to cw0we w m a reasonable t"tsedad.the comwly d,.Y oat be liable far tsrte de#af+s lot s rtatst of raw aw deiep nor as a sewn or in wwIt �rid w t t Wt d hv"daltwy of�M& to Am $1,40-00 feral be vo in PW Nile Y.90b connacbed wAh nm#on.ost du of property ra be scaly the n o for ail upon d�euvefy.Pratissdyntsstt starsit on post due aarnssu.tivtu eccrui ere the roe at isx, pa'tha.som.odac ion ptaottk+ms begs nemsary,ft purdWW tl+Nl pay W lit OWS fees ittd casts kWWW by twat StrsCWfti,at in 4 the arxoW4 Gs emneckn with any bNaw to colon the 8=w t.Bath ON"herby wgwx slob wak they right to+bw by Jury aad aFw tilt We Goy.FL OW be the ""for nesoudtat of ey dt+pucas,to the event of Htigattan,evw patty shall We Ow right,but not tits ab gxft to regWa find the Wft wbrntt all d wAes(whetfW*WQ h tart or Ge MCt)to+tt#rahan iawwam of the sates of the AM aim uWtraoan Araodabon.7o exeresa9 such r4K the Wry a net@rer b&*p1myae:edaIidpe a r o o#itat tti Wabft ab thaxrl�tt 4f arbitrat tian •denwW for tabWJon veWn the 30 day period fahowtfig lire We or an answer et erwnterdoim by the Wit ?f Unftsta0d that additional materials WN be bm4ft4m sett far thep awlonq the InaWless. Those addftittti mob are the OftwaW t of First Rxk b+Cantedw,ILC. A.dditiorsai n*y be purtrsatsad. irdtibts. Metal Stniettmires L.L.C, Printed Name: D ff dd/,J� By. Uwner(s) Printed Name: Printed Name; Date of ACMI)tance! owner(s)Signature: Storage Building Column SO. FEET PRICE MAIN OR LIVING: 3,200 $ 112.65 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 58,100.00 Contract Price FEE SHEET $ 335.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 416.70 ELECTRICAL: $ 75.38 PLUMBING: MECHANICAL: SUB-TOTAL $ 492.08 TOTAL $ 492.08 SEWER: WATER: IRRIGATION: $ - TOTAL: $ - WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: n/a INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 521.60 FIRE $ 650.00 5% $ 58.58 TOTAL: $ 1,230.18 SUB-TOTAL $ 1,722.26 PARK IMPACT FEES SIF'S: 100.0% 1.0% $ - TOTAL: $ - T I F'S: $ 3,408.00 99% $ 3,373.92 1% $ 34.08 TOTAL: $ 5,130.26 813-780-0020 City of Zephyrhills Permit Appli ---- Fax-e13-780-0021 Building Department 09 Date Received Phone Contact for Permittlnu ^� 5 a! Owners Name J°�'N COO ley Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number I Fee Simple Titleholder Address I fCJLS JOB ADDRESS Cl .t LOT# SUBDIVISION /1 PARCEL ID# l 3 -.2 6 /-O v i0-DD O o 0-0 0 3Z> (OBTAINED FROM PROPERTY TAR NOTICE) WORK PROPOSED e NEW CONSTR[� ADD/ALT SIGN 0 = DEMOLISH INSTALL o REPAIR /, PROPOSED USE = SFR Q COMM � OTHER i�70 f C t-7 --� TYPE OF CONSTRUCTION = BLOCK Q- FRAME Q' STEEL = DESCRIPTION OF WORK j�V61 Y g,:�)!�v 1 Z- BUILDING SIZE I y[)X 8 J��Z SO FOOTAGE EEI HEIGHT ( B $UILDING -6 VALUATION OF TOTAL CONSTRUCTION `�" T j 5 =ELECTRICAL $ AMP SERVICE = PROGRES rS��ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ d j 6; VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS •FLOOD ZONE AREA =YES NO i9 1-[0✓ ��Pa on c BUILDER COMPANY �r � / � �✓a 7"`y SIGNATURE REGISTERED GY N FEE CURRE?, I Y/N Address /o a o S 61s' 6/t J Y 3 d/ /3-ZC2yJ License# 6s"f- ELECTRICIAN 01COMPANY �� e/ C--r-, SIGNATURE REGISTERED I Y/ N FFE CURREn r Y/N Address I License# PLUMBER c COMPANY SIGNATURE Q'�L REGISTERED I Y/ N FEE CURREN Y/N Address / License# MECHANICAL COMPANY SIGNATURE REGISTERED FEE Ct1RREP LILNLJ Address License#OTHERJ ( SIGNATURE l" ^-'L� COMPANY REGISTERED I Y/ N FEE cuRREn Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fomis;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsnarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O•W Permit for new construction. Minimum ten(10)worldng days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions:' Fill out application completely. Owner&Contractor sign back of appliCaUDn,notarized If over$2500,a Notice of Commencement Is required. (A[C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plof/Survey/Footage) Driveways-Not over Counter if on public roodways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division--Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified In Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise In good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work Will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. t certify that no work or installation has commenced prior to issuance of a permit and that all work Will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill Will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,1 promise In good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the ti a work is commenced. An extension may be requested,in writing,from the Building Official for a period not to ex d ir (90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive ays, a job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD NOTICE O 0 E EMEN RESULT IN YOUR PAYING TWICE FOR IMPR NTS TO YOUR P E IF YO O O IN FINANCING,CONSULT WITH YOUR LENDER AN A ORNEY E RECORDING YO E COMMENCEMENT. FLORIDA JURAT(F.S.1 .03 OWNER OR AGENT CONTRACTOR Sub and swo (or ffi tb f j1ay� Subseii ( and m to(or affirmed)before me tryis by GU '</�c✓1'1 (/�'n Who islare personalty kno o me or has/have produced Who islare perso ally k wn to me or hasihave produced as identification. as identification. Notary Public /L7 `�GC Notary Public Commission No.�i C� �a 3�� S mission No. U h en in hS�Si 4 Cc: C�nnS 4 ,6Ae- ct,LD ff tc rinted stamped Name of Notary typed,printed or stamped Notary Public of Florida CHRISTINEDELRICCIO Commission r GG 123433 ; ':4• "�%'- M Comm.Ex ires Nov 7,2021 4, �1;^: Notary Public-State of Florida Y P �lt,... - Commission p GG 123433 Iluntletl through riacnal Notary Assn. ;"'\'f`�� ` M �'omm.Ex ires Nov 7,2021 Y P li:mdvd lbww:-Nalional Nolary Assn. tom, city 0 ills BUILDING PLAN REVIEW COMMENTS Contractor/liomeowner: Date Received: ' -' t Site: ,3 0 q 94� Eack- Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. K lans Examiner Date ontractor and/or meowner (Required when cT mments are present) CITY OF / / / / BUILDING ZEPHYRHILLSNOTICE DEPARTMENT OF ADDITION OR- CORRECTION D • NOT REMOVE ADDRESS ATE PERMI�t THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. VCV- bra\-)�,J WI � �i It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR CITY OF / / / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR- CORRECTION D • NOT - • ADDRESS DATE PERMIT# THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. t3 Lam' r?f' 60 P2942 n It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR ^�i EGI-ENGINEERING GREAT IDEAS, INC. (Engineering Business Certificate of Authorization License No. 29098) 1003 South Alexander Street, Suite #:5, Plant City, Florida 33563 Phone No.: (813) 752-7078 --- Email: rroberts.egi@gmail.com August 71, 2019 Attn: Inspector Bill Burgess City of Zephyrhills Building Department 5335 8th Street Zephyrhills, FL 3 3 542 RE: Engineer of Records Life Safety Plan Revisions for the Project Located at 39309 Air Park Road, Zephryhills, Florida 33542; Permit# 21303 Dear City of Zephryhills Building Department Inspector Burgess, By way of this letter I hereby certify that I am the Engineer of Record for the above referenced project. Please refer to the attached revised Life Safety Plan which has been modified to add additional emergency flood lights, exit signs and fire extinguishers inside the new metal building so to improve the Life Safety features of the new building. It is my professional opinion that, .with the addition of these additional emergency flood lights, exit signs and fire extinguishers,the project now satisfies the Life Safety requirements of the 61 Edition, 2017 Florida Building Code. Should you have any questions or comments regarding the revised Life Safety Plan or this certified letter, please feel free to contact me by way of phone at (813) 752-7078 extension 222 0 'f email at rroberts.egi@gmail.com . ncerely, At H. Prts, P-.E. (#42712) C—IT iff:Zt President/Engineering Manager '.�JZ;,�airC EGI-Engineering Great Ideas, Inc. 1 ............................................................................................L......................1-----------------------4--------------------- ......................................................................................... ...................... ...................... .................... ---------- .......... ........................................... ................... lu(....... .............................. ------- ........... 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EA. 200 WATT HIGH BAY LEO --------- ---------------3-+F.-12.AW.GJ.110................ 220;V. LIGHT$ I ------------- ......................................... ............................ RED, WHITE;GREEN 120 V. DUAL 3 WIRE OQTLETS 4 PLACES ............. ........................... ....................... -----------------------------------------..................... ......... ---------------2.20-V-22-5-AMP.......... --------------------- ....... .................................................... - .......3 PHASE BREAKER QX GE.AF43SP errRr ..t. ............................................................................ ............... .................... PDT 3 -114 AWG Z20 RED BLUE GREEN EXT. DISCONRECT nNousHm LIGHTING AND W_EATHE RHEAD A CIRCUIT 3 AW ........ .................. -h---------------------- --------------------- ............... W. . .. -. NOTE: ALL WIRING IN 3/40 EMT. ALL CIRCUIT BOXES 4X4 METAL. cwO If=PIM var o — MF iHW AlA, 81 AS 07 TIYDI oe) BET•II.G Ilm GEC am OARS 1TD DAN RAL BMW -- Al TM 01 a AS TM 00 OW WUWIS ID, 7g DOOR DEWS , 4•HDf UWI vNAs1E TS&M Gamic WnH . THHL WALL SHEFE7M TD REACH 14 GA STFFL PDST MO PAN Riff SHEETING TO MW - T Lj/f IIS TGPK DW11 USE PLATE Vrni HHosn HO# e� .l w PEOPOSED BDII.DIING GAME AND M.M.uwea e a Twm aHm . I hnWj orliy n t 1 Lan rwtwtl ML i mA fmtl .dw W fn aIme OF dDR ASOS 7M and F 2D1 7WN Fd tl� �� Fsaaml IRDDpO CIF.wn INN FdNm. GARAGE •cr v 1 3 4 40XBOX12 3 OF 4 FLOM BULL MN MPHIOh7^RNIWM01ON COW �VtWM 3 lu tea 1Y Do71m u #4 l PHj 066�24-%W FAH,METAL 35'--GEI-7140 4Y17 R r. GRAPMC SCALE REVIEW . ........ .. .... _.. .,.:.. ,- x6yi +, v __ �69_N.99':F.4,+T1•�_..y+A''9 _.;�T.�9=A9' Aar._—...�_ tNs xass/rm.�on —_- gyx ` ! x�Xeoxe Q 4 3 zar VV 1L i LL PROP.ONE STORY --rrttt t pn �7 BULDING.FTE y. I-OCATiCN MAP xg16 v®.vome I'J +0 J.577 SF x6+� a°yn°1pYL -, 6Sp)F•y L i xn azx,Ig%i, jmir LG z� - MOP waw Cf I , 1 �1 /j / 81 81.6T4a BE Fl SITE 8+] #top %�•0I 1.28 I I I i .: S S.R.54 SOUTH Ay- x J� I z I aTy�ra('+.�• ir i i Fa+� a'� "�p,• •K+Cy), AIR AR RD. �o� LWY En7 , u e x u t. g5 A 8t____ ,.�y�,,....,._.__,�L•gt�---•--------5p y �•__`„ ____ Sea E3R.y \w tT SECTION 13.TWONSHIP 26 S.RANGE 21 EAST 7P0' � 'x - - ^ I ^ i S1 y I AIR PARK ROAD ----- -2e-PAV0NCNT-------------'--- ca 60'R/W 'k.At T:'Rf +m+�wA.r'oma t swim 511E DALFLA —-- --— j�QQ 1fP3Tws ZONDIG:5ITE IS ZONED U(LIGHT INDUSTPM) ,Tj y[ ant�olnc aa>F>tir. ./1i �� USE: MANUFAONRE OF PLASTIC PRODUCTS 4 6 0 "1 6 ¢ {� 0 p1.FA OF SITE:TOTAL AREA(045 ACRES) 37,000 S.R M1�, ,�✓ .mav wan facr TAMC2C>Q!t TE1A SS t� ®� utttr+t a sr+e0 Pii EXISTING PAVE NG AREA 13,02 SF. 1.EGfND' uC sncr rroLx Xo+w EXISTING PAYEftENT,W MPSTER&SLAB 13,028 S•R I lRawl • PROPOSED BUILDING 3.577 S.F. --��-r PROPOSED EDP LF• LINEAR FEET l0a+t SLOPC TOTAL ILIPERNOUS AREA 20.330 S.F.OR�% _,,,—,,,_— SITE BOUNDARY LINE 1Fpa?, EJOSANO SPOT ELEVATION R,N. TOTAL PERVIOUS AREA 16.650 S.F.OR 45% ./'efi'c-� � • casa�„�mm � MATCH EX.ELEVATION BUILDING SETBACK REQUIRED1 NMi -� CENTER LINE OF ROAD FRONT-50 FEETFEET .-.._____�. RIGHT-OF-WAY PROPOSED SPOT FIEVATION � /,rync near NtC SIDE -37.34 FEET(VARIANCE IS REQUIRED) --______. EXLSDNO EDGE OF PAVEIk..HT 10 10 PARING SPACES i■• 3Y • STD _ eWO to t PARKING` EISTTNG PARKING 20 EL ELEVATION "'++'+++� SURFACE STOR)d WATER FLOW tginY ta— c a H,C.SPACES i (TYP) TYPICAL S/W SIDEWALK \ B G'"• ""aT"""R6R T �FgsnNo cxaoE OUST CCNTROL CONSTRUCTION AREAS WILL BE SPRttdKLED HC HANDICAP •--^ -- EROSION CONTFRO}• AIL � 2 ) TO PREVENT DUSF PROBLEMS,IF NECESSARY a PROPOSED ASPf1P1.I PAVEMENT, '`• FFE FTtil'3I FLOOR ELEVATION f ppL ? . Ix'`�7�'•^*'a� iRl6HEET " M Y�*r ao-lO+v, zwi-m4•u.e��D� sz-+ao ,tw o..�v, p,�p � , ...,�.�� •• , Square Feet Dollar Amount Valuation 15CD Building Electric Plumbing Mechanical Radon Connection Fees: Sewer Water Meter tj [y) School Impact Fee: Transportation Impact Fee: P4, t Florida Building Code Online Page I of 2 9�Tft:�B P3 t7rk-f�6�O BaS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications Contact Us BOS Site Map I Links Search ProductFl Approval *r (jo USER:Public User Product Approval Menu>PmdUCt or Application Search>Application List>Application Detail FL# FL15868-R3 Application Type Editorial Change Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Republic Doors and Frames Address/Phone/Email 155 Republic Dr. McKenzie,TN 38201 (731)352-1913 Ext 1913 marilyn.latham@allegion.com Authorized Signature Marilyn Latham marilyn.latham@allegion.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA,Inc. Validated By Intertek Testing Services NA,Inc. Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15868 R3 Equiv ASTM E 1996 Eaulvalency Letter SS.od Product Approval Method Method I Option A https://floridabuilding.org/pr/pr�_app_otl.aspx?param---wGEVXQwfl)queql%2bT71%2fFl... 3/15/2019 Florida Building Code Online Page 2 of 2 Date Submitted 02/27/2019 Date Validated 02/27/2019 Date Pending FBC Approval Date Approved 03/06/2019 Summary of Products FL# Model,Number or Name Description 15868.1 Republic DL Series Door and ME DL418 Steel Flush Door Series Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15868 R3 C CAC 2019-02-01-Verification Letter- Approved for use outside HVHZ:Yes Republic Door and Frames(003).pdf Impact Resistant:Yes FL15868 R3 C CAC AT Republic DL4 Sinale 114.pdf Design Pressure:+60/-60 FL15868 R3 C CAC Republic DL Series Door and ME Series Other:Please refer to Installation Instructions,RDF012,and Frames-Windstorm Resistant-ATM.pdf evaluation report,PER 3675,for further limitations of use. Quality Assurance Contract Expiration Date 12/21/2021 Installation Instructions FL15868 R3 II RDF012 SS 2015-07-31.pdf Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL15868 R3 AE PER3675 SS 2015-07-31.pdf Created by Independent Third Party:Yes 15868.2 Republic DL Series Door and ME DL418 Steel Flush Door for HVHZ Series Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15868 R3 C CAC 2019-02-01-Verification Letter- Approved for use outside HVHZ:Yes Republic Door and Frames(003).pdf Impact Resistant:Yes FL15868 R3 C CAC ATM Republic 60 PSF Assemblv.ndf Design Pressure:+60/-60 Quality Assurance Contract Expiration Date Other:Please refer to installation Instructions,RDF014,and 12/31/2021 evaluation report,PER 3867,for further limitations of use. Installation Instructions FL15868 R3 II RDF014 SS 2015-07-31.pdf Verified By: Hermes F.Norero,P.E.FL PE No.73778 Created by Independent Third Party:Yes Evaluation Reports FL15868 R3 AE PER3867 SS 2015-07-31.13df Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 f The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick b1 . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquegl%2bT71%2fFl... 3/15/2019 REPUBLIC DOORS AND FRAMES nepublic DL418 STEEL FLUSH DOOR doors frames INSTALLATION NOTES: GENERAL NOTES: STEEL DOOR CONSTRUCTION: 155 REPUBLIC I)AM )AL[ENM 7N 3820t 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND THE OVERALL PANEL THICKNESS IS I3/41NCH THICK.THE DOOR HINGE AND LOCK CHANNELS ARE 0.620"LEG M(800)799.3667 FX:T731)3522556 LOCATION SHOWN,UNLESS OTHERWISE STATED. MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING X 1.677"WIDE X 0.062"LEG X 94.875"AND ARE CONSTRUCTED FROM 16 GAUGE(0,053")COLD-ROLLED CODE,EXCLUDING HVHZ. STEEL THE DOOR TOP AND BOTTOM END CHANNELS ARE 0.620"LEG X 1.677"WIDE X 0.62"LEG X 47.563"AND a m 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE •ASTM E330-02 ARE CONSTRUCTED FROM 16 GAUGE(0.053")COLD-ROLLED STEEL THE DOOR SKINS/FACE SHEETS ARE O U# Y MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT •ASTM EI886.02105 CONSTRUCTED OF 18 GAUGE(0.045")COLD-ROLLED STEEL AND ATTACHED TO THE END,HINGE AND LOCK INSTALLATION. .ASTM E1996-03/08 CHANNELS.THE DOOR CORE IS CONSTRUCTED OF TYPE 99-0-3/4 KRAFT PAPER HONEYCOMB CORE AND ATTACHED TO THE FACES WITH GLUE.THE DOOR HINGE REINFORCEMENTS ARE 2.375"WIDE X 4.5"LONG X V) Z l0 3.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHINA 2.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X 0.132"THICK AND ARE CONSTRUCTED FROM 9 GAUGE(0.132°)COLD-ROLLED STEEL THE MORTISE DOOR IC) =d X TOLERANCE OF 21/161NCH OF THE DEPICTED LOCATION IN THE AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM LOCK REINFORCEMENTS ARE 1.677'X 6"X 14"AND ARE CONSTRUCTED FROM 14 GAUGE(0.072")FORMED k'Z u 2 ANCHOR LAYOUT DETAIL(I,E.,WITHOUT CONSIDERATION OF CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCTLL STEEL THE SURFACE BOLT REINFORCEMENTS ARE 1.677"X 6"X 18"AND ARE CONSTRUCTED FROM 14 GAUGE w u TOLERANCES).TOLERANCES ARE NOTCUMULATIVE FROM ONE LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER (0.072")FORMED STEEL.THE RIM EXIT REINFORCEMENTS ARE 1.677"X6"X14"AND ARE CONSTRUCTED W{yl Z¢ ¢� j; INSTALLATION ANCHOR TO THENEXT. OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. FROM 14 GAUGE(0.072")FORMED STEEL.THE SVR LOCK REINFORCEMENTS ARE 1.677"X 6-'X 93.625"AND F ~ m m ARE CONSTRUCTED FROM 14 GAUGE(0.072")FORMED STEEL.THE CLOSER REINFORCEMENTS ARE 1.677"X 6" V)Z � ¢ 4.FOR INSTALLATION INFORMATION AND ANCHOR LAYOUTS ON 3.1X OR 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO X 18"AND ARE CONSTRUCTED FROM 14 GAUGE(0.072")FORMED STEEL THE DEAD LOCK REINFORCEMENTS co '-' Lu J o IAMBS AND SILL,REFER TO SHEET 6. PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND .-. INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT ARE 3"X 2.5"AND ARE CONSTRUCTED FROM 16 GAUGE(FROM FORMED STEEL THE CYLINDRICAL LOCK a m w o iw REINFORCEMENTS ARE 3"%VES AND ARE CONSTRUCTED FROM 16 GAUGE HE TOP FORMED STEEL THE 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL OF RECORD FOR THE PROJECT OF INSTALLATION. FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK DOOR SURFACE BOLTS ARE INACTIVE MODEL 360 SURFACE BOLTS LOCATED AT THE TOP AND BOTTOM MEETING a m VENEER,AND SIDING. 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC EDGE CORNER OF THE INACTIVE LEAF, W AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC IF SITE FRAME CONSTRUCTION: ¢ to 6.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CONDITIONS CAUSE INSTALLATION TO DEVIATE L] o MADE OF CORROSION RESISTANT MATERIAL OR HAVE A FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED THE DOOR FRAMES ARE CONSTRUCTED FROM 16 GAUGE(0.053")COLD-ROLLED STEEL.THE CORNERS ARE CORROSION RESISTANT COATING. ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT FOR NON-HVHZ AREA. MITERED KNOCK DOWN MECHANICALLY FASTENED.THE DOOR FRAME CORNER REINFORCEMENTS ARE co 7.FOR GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION KNOCK DOWN.THE DOOR FRAME HINGES ARE S.PARKER 4,5"%4.5"%0.134"FULL MORTISE BUTT-TYPE ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED 5.APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED STANDARD WEIGHT HINGES.THE DOOR FRAME HINGE REINFORCEMENTS ARE 7.50"LONG X 1.625"WIDE )COLD-ROLLED STEEL THE DOOR FRAME HEADER SLEEVE MIN. FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT AND ARE CONSTRUCTED OF 9 GAUGE(0. z to FACE SHELL OF BLOCK. RESISTANCE. REINFORCEMENTS ARE 5.6875"X 96"AND ARE CONSTRUCTED OF 14 GAUGE(0,072")FORMED STEEL THE k+ DOOR FRAME BASE ANCHORS ARE 1.875"X 1.875"AND ARE CONSTRUCTED OF 16 GAUGE(0.053")FORMED O o 8.INSTALLATION ANCHORS SHALL BE INSTALLED IN 6. FRAME MATERIAL:STEEL 16 GA.(0.053")MIN. STEEL.THE DOORFRAME MULLION REINFORCEMENTS ARE 5/8"BAR STOCK 4.0"X 1.5".THE DOORFRAME H Z j ACCORDANCE WITH ANCHOR MANUFACTURER'S FY MIN.45.7 KSI SURFACE BOLT REINFORCEMENTS ARE 1.5"X 1.5"3 GAUGE STEEL ANGLES. II^^ o INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE v/ O USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 7. DOOR MATERIAL:STEEL 18 GA.(0.045")MIN. ggqry v MINIMUM STRENGTH SPECIFIED BY THE ANCHOR FY MIN.43.9 KS1 TABLE OF CONTENTS MANUFACTURER. w v) 8. DESIGNATIONS X"STANDSFOR THEFOLLOWING: SHEET REVISION SHEET DESCRIPTION iv L w 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS X. OPERABLE PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ) A INSTALLATION&GENERAL NOTES FOLLOWING PROPERTIES: 9.STEEL COMPONENTS SHALL BE COATED OR PROVIDED WITH CORROSION 2 - SURFACE VERTICAL ROD ELEVATIONS&DETAILS A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. RESISTANCE PROTECTION IN CONFORMANCE WITH THE MATERIAL B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PROTECTION PROVISIONS OF THE CURRENT FBC. 3 - RIM EXIT DEVICE ELEVATIONS&DETAILS 9 C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM 4 C-90&GROUT CONFORMS TO ASTM C 476.GROUT SHALL HAVE 10.ALTERNATE LOCKING AND OPERATING HARDWARE MAY BE USED SUCH 4 - CYLINDRICAL W/DEADLOCK ELEVATIONS&DETAILS ¢ MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. THEY ARE CURRENTLY APPROVED UNDER A SEPARATE APPROVAL INSTALLATION SHALL MAINTAIN THE MINIMUM REQUIREMENTS& 5 - MORTISE LOCK ELEVATIONS&DETAILS \\\\ O .�( a��77// R LIMITATIONS OF USE OF THE SEPARATE COMPONENT APPROVAL AND 6 _ ANCHOR LAYOUT \\lG!,." ...... THE DETAILS HEREIN.THE LESSER DESIGN PRESSURE AND RATING OF THE COMPONENT APPROVAL AND APPROVAL HEREIN SHALL GOVERN. 7 - VERTICAL SECTIONS O, r 8 - HORIZONTAL SECTIONS 9 - CORNER ASSEMBLIES&COMPONENTS ) 10 BILL OF MATERIALS �y�•.- DESIGN PRESSURE RATING 11 - COMPONENTS '��j�y. •RO \,�& O.A.SIZE/ R CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING Digitally signed by Hermes F Norero,P.E. v too,x 98" .60/-60 PSF Reason:I am approving this document 'o z� Y= (xx) SMALL&LARGE Date:2015.07.31 13:51:27-04'00' o o v Z E 52"X 98' -60/-60 PSF 'W/O WATER $ (X) INFILTRATION MISSILE *WHERE WATER INFILTRATION IS REQUrRED,UNIT SHALL BE rNSTALLED T DWG#: 40"X 66° IMPACT RATED PROTECTED BY AN OVERHANG SUCH TH T THE OVERHANG(OH)RATIO=OH LENGTH/HON R D F O 1 2 �) �314/-114 PSF HEIGHT IS>1 1 n SHEET: 1 of 11 100.00"MAX. 52,00 MAX. ie doors ublic UNIT WIDTH UNIT WIDTH 'TYPICAL HINGE LOCATIONS 2.00" 48.00"MAX. 48.00"MAX. 2 00" +TYPICAL HINGE LOCATIONS 2.00' 48.00"MAX. 2.00" PANEL WIDTH PANEL WIDTH PANEL WIDTH 2 4 2 4 166 REPUBLIC M3 61LIIFNIIE,rN 3820ezo1 5.00"" 5.00°' Pl6lew)799-366> Px:p3D36z-z666 Z 9 6 1 6 9 Z 9 6 0 m m 30.50"• 9 30.50"" 9 O o ui tt v T ,96.00" 6 9 96.00" p a Z MAX. t 6o t MAX. 1 1 =J¢ ''>S PANEL 56 00• I PANEL 56.00°" 6 In 'k� a HEIGHT ACTIVE I ACTIVE HEIGHT ACTIVELL 81.50°" K 81.50"" V 5 P L _j'j Z m< g 8 8 8 B W�uP m Ztm m 6D F t U, 98.00" 9B 9B 98.00" D CO j K Z� MAX. MAX. UNIT y UNIT 9s y Fl w w 00"o HEIGHT T Q M J V 5 P L HEIGHT T Q M IT m BD I� 20 6D W 61 6B 6B ? GO E E 7 7 ELEVATION DOUBLE ELEVATION SINGLE z SURFACE VERTICAL ROD SURFACE VERTICAL ROD In ° (OUTSWINGDOOR-INTERIORVIEW) (OUTSWINGDOOR-INTERIORVIEW) w a '—�DETAILS INTERIOR DETAILA GROUT FILLED GROUT FILLED INTERIOR —�DETAILC w AEI EXTERIOR EXTERIOR INTERIOR � ��]:NTERIOR�� � INTERIOR � ............ #12 HINGE SCREWSnab i t µ:• _ 0 t� L(JL O O t �Y47'W i ( 1 i 6'sr� l V' '''• 'O \ 9 30 6D 6D 9 10 19 z 6 30 t9 \ 19 l0 6D 9D m ? \ z \ l2 IB z \ z O m T lil \\\\ EXTERIOR i, \\\ \\` LOCK STILE i� C y= C►�- 5 \ �\ EXTERIOR EXTERIOR per. 3 U N Z DWG#: DETAIL A \DETAIL B `DETAIL C ROF012 SHEET: 2 OFil Republic 100.00"MAX. 52.00"MAX. doors-frames UNIT WIDTH UNIT WIDTH -TYPICAL HINGE LOCATIONS 2 00„ 48.00"MAXRM . 48.00"MAX. 2 0 Y' 'TYPICAL HINGE LOCATIONS 2.00" 48.00"MAX. 2.00" PANEL WIDTH PANEL WIDTH ~PANEL WIDTH 2 4 4 2 lo� 4 1CKENZ E T 3820 Y,C[ENZIE.TN 3ezD1 5.00°� i - -- pit. (800)799-3667 FX:(731)352-2556 —1 5.00"" Z F Z F O y M m 9 6 7 6 9 9 6 7 Z V# 96.00" 30.50"" 9 96.00" 30.50"" 9 I a �+ MAX. ) 6 N 6 1 MAX. 1 6 S > '? , PANEL 56.00- a PANEL 56.00°• 6D j�n 4 m HEIGHT HC822 MULLION HEIGHT 1LL 12,< 0 v gw Owv 81.50°• 81.50°• L�71U,1 a m-C n ACTIVE ACTIVE ACTIVE F Pam„b m 0 p Z e 9B 98 9B 98 9B U) < 98.00" 98.00" w gD tb P!Lj< MAX. MAX. �' 0. m m UNIT B e UNIT HEIGHT T Q M J V S P L HEIGHT T M 7 e V 5 P L 8 8 8 8 8 8 8 8 1 6D Q 6B I 6B � T822 MULLION CAP W/(1) 7 Z 1/4-20 SET SCREW 6(4) 1/4-20 MACHINE SCREWS ELEVATION DOUBLE ELEVATION SINGLE H o �v Q 4.00"_L� HCF 2100 RIM EXIT DEVICE W/HC822 MULLION RIM EXIT DEVICE H �.qqq rr (OUTSWINGDOOR-INTERIORVIEW) (OUTSWINGDOOR-INTERIORVIEW) 2.. LU 3.50" HCKR822 MULLION CAP 11 il� DETAIL C INTERIOR DETAIL B DETAIL D p W/(4)V4-20 MACHINE -^I 3.25"�-- HCF 2100 INTERIOR .I I _� HCF 21. HCF 2100 IO (OPTIONAL) - )` � � f� STRIKEW/(2)V4-20 J�Q I A(1)10-24 MACHINE d HC822 STEEL MULLIONS D SCREW EXTERIOR EXTERIOR (ASTM•A 00 AHIGHEL I I1�1.125" r`-_-^ -__- -_ % AIA GRADE B OR HIGHER O I %N�O STRENGTH MATERIAL) ,� ....... W/(4)}-20 SS FIAT I ,,=, INTERIOR ^\ ��INTERIOR INTERIOR^^ O� HEAD SCREWS + 4 2.875" 26 25 �1, `\ #12 HINGE SCREWS i' 1 _ P- I 8F i 19 98 14 14 9B 1 LL 14 \`�6 H . FULL LENGTH •I ! 1 % 1 g STEEL MULLION�II 1 1 I 1 1 1 v p (lo a COLD D MWN- ` � � � 1 Q 2 1/2"X 11/2'BAR -►I 2.00" 3 RSTOCK 12 18 6 19 10 1` 19 10 9B 6D D r {y10 J} �J1,I 1,75" r / LOCK STILE r F m Z -� R MULLION STEEL BASE W/y ",',' EXTERIOR i ``� EXTERIOR i `�� EXTERIOR i� p 3 ti = V Z 8 (2)3/8"X 2 I/4'HILTI / V KWIK BOLT II 3.03125" ^^ DWG#: y EXPANSION ANCHORS ^-^__ ^^ ^^ CONCRETE(1)IS/RE11 HC822 MULLION DETAIL `DETAIL B' `DETAIL C' `DETAIL D R®F012 SETsHEEI: 3 OF 11 ncpubuc 100.00"MAX. 52.0W MAX. doors-frames UNIT WIDTH UNIT WIDTH "TYPICAL HINGE LOCATIONS 2��. 48.00"MAX. 48.00"MAX. 2 00" •TvpICAI HINGE LOCATIONS 2.00" ANAL"MAX. 2�„ PANEL WIDTH PANEL WIDTH PANEL WIDTH 2 4 8 4 2 2 4 155 REPUBLIC DROVE MC%ENZIE,T 3B201 5.00"" 5.00"" PH:(BCD)799.3667 FX V30352-2556 Z 6 ! Z G 1 M 9 6 ] I 6 9 6 ] 96.00" 30.50"" 9 ! \ 30.50"" 9 O O A d 9 96.00" MAX. 1 6D I MAX. 1 2¢Q PANEL 96.00"" i PANEL 56.00"" j o 'r3 a m, v HEIGHT ACTIVER ! INACTIVE HEIGHT ACTIVE LL O a a< N pwv 81.50"" 8 23 81.50"" 23' w u O m Z<m D FV1p< G a�Q 98.00" B 98.00" MAX. MAX. I F1 w L. s�a UNIT as 6D UNIT 6 � HEIGHT T Q M J 24 V 5 P L HEIGHT T Q M J 88 24! V 5 P L F � a F m 8 B B 8 20 6D F 8 p 68 1 T m 7 7 Z ELEVATION DOUBLE ELEVATION SINGLE 0 z CYLINDRICAL LOCK WITH DEADLOCK CYLINDRICAL LOCK WITH DEADBOLT p E (OUTSWING DOOR-INTERIOR VIEW) (OUTSWING DOOR-INTERIOR VIEW) L1J a DETAIL INTERIOR- DETAILS GROUT FILLED GROUT FILLED DETAILD W -� � � ♦ INTERIOR i-� EXTERIOR EXTERIOR ' ��INTERIOR�� i��INTERIOR�� ��ZNTERIOR���. /� `♦♦♦ ' #12 HINGE SCREWS i ♦ _ O• BB 8C 14 LL 14 :pry F- 1:•� / I91 /-y � � I 1 to - 1 I 23 24 N. k 1 23 24 19 10 6D 6D 9 l0 j \ I2 IB 6[ IO 19 1` 6- 9D -/: / aD �\ i \\ i �\ LOCK STILE Q a y= Q F \♦♦ EXTERIOR / \\♦ EXTERIOR / \\♦ EXTERIOR i L]�-i Q U W Z i DW ♦♦DETAIL B' ♦\DETAIL C' ♦ DETAIL D , RDF012 SHEET: d OF l l 100.00"MAX. 52.00"MAX. Republic rames UNIT WIDTH UNIT WIDTH •TYPICAL HINGE LOCATIONS 2 00 48.00°MAX. 48.00"MAX. 2 00n •TYPICAL HINGE LOCATIONS 2 00„ 48.00°MAX. 2,00° PANEL WIDTH PANEL WIDTH PANEL WIDTH 2 4 g 4 2 2 4 155REPUBLIC bRIVE McxENZLe,�3e2 0i 5.00" - — 5.001" - - - ai+(800)799-3667 Fx:(nu 352-255a /I� H i Cy. 9 6 l7 9 96.00" 6 7 O N nmi ymT 30.50"" 9 H 30.50"" 9 O Z z 3t a 96.00" p o MAX. 1 6 9 a 1 MAX. 1 a =k' N yo .i PANEL 56.00°" 6D PANEL 56.00°" V S P L j w $m LL X HEIGHT ACTIVE INACTIVE HEIGHT ACTIVE e 8 8 8 Laj.Y¢ Ce = a tu 81.50°• U 81.50"• —1 p. �m< B WLLU u, m z<°5 98.00" 22 98.00° _ p to F w Q¢ MAX. MAX. 2 w O UNIT B UNIT Fi��B w tD ao HEIGHT T Q M J V S P L HEIGHT T Q M T 6D 8 8 8 8 8 8 8 8 8 8 8 8 20 6D 8 68 I 6B 68 T m ' H H if) 7 7 7 ELEVATION DOUBLE ELEVATION SINGLE OH z MORTISE LOCK WITH DEADLOCK MORTISE LOCK WITH DEADLOCK lan p (OUTSWINGDOOR-INTERIORVIEW) W (OUTSWING DOOR-INTERIOR VIEW) �i DETAIL D INTERIOR DETAIL C INTERIOR DETAIL E Q/ W EXTERIOR ��INTERIOR � � INTERIOR � INTERIOR •#12 HINGE SCREWS i 1 O 1` ` 14 U" - i zo \I 1 11 i 1 UI •• � t- 3 Zoom R 1 19 10 11 60 6 9 10 19" 1 12 18 6 10 19 ` 6D D ; (y�Q m m J 2C= \ \ \ LOCK STILE f ti z \\ i \\ i ¢ v � \ EXTERIOR � � EXTERIOR � \\ EXTERIOR � p U z N DWG#: DETAIL C' `DETAIL D `DETAIL E RDF012 SHEET: 5 OF 11 100,00"MAX. 100.00"MAX. A A 4.00"MAX.FROM UNIT WIDTH 4.00"MAX.FROM UNIT WIDTH Republic CORNER TYP � � CORNER TYP � � doors-frames TWO(2)3/16"ITW TAPCONS NOTE:JAMB CORNER BASE PLATE IS ONLY USED FOR NEW CONSTRUCTION UVE AND IS NOT POSSIBLE FOR EXISTING � 3C ENZIE.R6PUBL 3820 CONSTRUCTION.IN LIEU OF BASE PLATE M99-366 e,rN 3emt ANCHORS ADD ONE(1)ADDITIONAL 3/8" vw(eo0)799-3667 FX:p3q 332-2936 DYNABOLT SLEEVE ANCHOR INTO OC m MASONRY OR 3/8'LAG BOLT INTO WOOD 18 00, C) M SUBSTRATE ON JAMBS FOR EXISTING O ci it 22.50" CONSTRUCTION. MAX. p 2,6 _ 98.00, MAX. WELDED-ON 6 98.00" O.C. _ �i 5 m MAX. - BASE ANCHOR 2.25°MIN. MAX. a m UNIT FIVE(5)3/8"DYNABOLT SLEEVE UNIT I SIX(6)3/8"LAG BOLT C x 2 E LL HEIGHT .ANCHORS OR FIVE(5)3/16°WIRE DETAIL W HEIGHT ANCHORS PER JAMB J CL p W u ANCHORS PER JAMB JAMB CORNER BASE PLATE L{lu= T k m m DOUBLE DOOR ANCHOR SPACING DOUBLE DOOR ANCHOR SPACING F Z FOR MASONRY SUBSTRATE FOR WOOD SUBSTRATE N t Ill ,�N.,,1l<Z SINGLE DOOR SIMILAR (SINGLE DOOR SIMILAR) V) ix7 c a Z3 W m a i 400" ADDITIONAL BOLT IN LIEU OF I ADDITIONAL BOLT IN LIEU OF 4.001. m BASE PLATE FOR EXISTING L BASE PLATE FOR EXISTING w CONSTRUCTION ONLY CONSTRUCTION ONLY 1- (SEE NOTE BELOW DETAIL'W") / \I (SEE NOTE BELOW DETAIL"W') / )� 8.50"FROM DETAIL W 8.00°FROM r DETAIL W�� I m CORNER TYP CORNER TYP 12"MAX 12" 6.00"MAX. MAX. 6.00"MAX. . O.C.TYP. {�FROM CORNER —O.C.TYR FROM CORNER 0 a F H SILL 1/4"ITWTAPCONINSTALLATION SILL #12 WOOD SCREWINSTALLATION �j � ANCHOR W/11/4"MIN.EMBEDMENT ANCHOR W/11/2"MIN.EMBEDMENT w V) W 1/4"ITW TAPCON INSTALLATION ANCHOR i W/11/4"MIN.EMBEDMENT O VINYL BULB(PEMKO S88) a PEMKO 2001 THRESHOLD PREPARED OPENING CHANNEL �%Cl-Q,•�* ANCHOR MINIMUM CONCRETE C` EXTERIOR ..�;'r:;.,. STRENGTH AT SILL AND JAMB: •';�i •' TWIST-IN PREPARED INTERIOR !`�,.�• 3000 PSI.FOR USE WITH 3/8"X 5" •'�• PIPE ANCHORS TALK Q. -" r• _ ------ � DYNA SLEEVE BY REDHEAD/ITW y`(�?'t`v" WELDED INTO PLACE 2.5"MIN.EDGE 11 + DYNA SLEEVE BY REDHEAD/ITW Via:::::.:: .w:,yOR CL F— ,I DISTANCE Fv a 9860 PSI MIN.2000 PSI GROUT FILLED(SEE 0 ~ 3 3/16"DIA.WIRE(STEEL ASTM-A653) INSTALLATION NOTE 9,SHEET 1 6 STEEL 0.50" ) MIN.2000 PSI GROUT FILLED(SEE x 8-3/4"LONG WIRE MASONRY ANCHOR REINFORCING BAR AS REQUIRED BY CODE REQ (S'•• c e; •' • 1.25"MIN. APPLICATION MINIMUM CONCRETE REINFORCING BAR AS REQUIRED BY CODE �y.•*PRQ`,�� •, e v'. STRENGTH AT SILL AND JAMB:2700 PSI. ,.• .e EMBEDMENT ' • a a •,••' (FOR NEW CONSTRUCTION ONLY) to >•` >. I]j ANCHOR OPTIONS z 3000 PSI MIN. WIRE ANCHOR ,•,;• ¢'-• ti == U z y CONCRETE 5.00" LENGTH 8.75" THRESHOLD DETAIL(SILL) ' DWG# MIN.2000 PSI GROUT FILLED(SEE RDF012 y INSTALLATION NOTE 9,SHEET 1)d STEEL SHEET. REINFORCING BAR AS REQUIRED BY CODE 6 of 11 4 2 2A 4 2 2A 4 2 A 4 2 2A Republic 6A 6A 6A 6A doors-frames 14 ID 14 10 14 10 14 10 I55 REPUBLIC DRIVE D E TN 38ZO PH:(800)799CKE�•FFX(731)352-2556 19 19 19 19 0 M O ci it N d 2 INTERIOR S 23 � U) p¢= V 10 10 8C 10 w m a m I- Q 9A 9B .• 40 CO > CC N e c L co FQ EXTERIOR INTERIOR EXTERIOR INTERIOR 10 98.00" 98.00" 98.00" 98.00" MAX. MAX. MAX, 8A MAX. gp UNIT UNIT UNIT UNIT DEVICE HEAD HEIGHT HEIGHT HEIGHT HEIGHT COVER& O 19 19 m PUSH BAR DEVICE 24 22 (n HEAD 19 COVER& 19 Z PUSH BAR 88 8A O C w W VERTICAL ROD 19 19 19 19 O 10 13 Ali Ly -ae F 6B 11 6B 11 6B 11 N� � H y : 1/4"ITW WITH 1,25"MIN. 1/4"ITW WITH 1.25"MIN. 1/4"ITW WITH 1.25"MIN. 1/4"ITW WITH 1.25"MIN. •. EMBEDMENT INTO CONCRETE EMBEDMENT INTO CONCRETE EMBEDMENT INTO CONCRETE EMBEDMENT INTO CONCRETE ��jy •,*P ft0 % 2 VERTICAL SECTION F VERTICAL SECTION VERTICAL SECTION rH--\ VERTICAL SECTION 0 a g VERTICAL ROD 7 RIM EXIT DEVICE 7 CYLINDRICAL LOCK WITH DEADLOCK 7 MORTISE LOCK WITH DEADLOCK ¢ m y m= Z DWG#: RDF012 SHEET: 7 of 11 �.;. CONCRETE/ '"'`•' 'Y" :::.':'';•:'' GROUT FILLED ::..::;�,:•:::`PV':';: I INTERIOR MASONRY t,�y r;''Sti 12 19 10 TT 8 14 16 8E 19 10 r..:` (SEE INSTALLATION (Republic r#•r;•' " �'• ''%';;.}A*>5 NOTE9,SHEETI) doors frames O : ��:- ^•; y WIRE ANCHOR :' �:..:..* i.;>,�.. r: (SEE SHEET 6 6 9 FOR DETAILS) .e•:i" •;(':' %` 155 REPUBLIC DRIVE REINFORCINGREBAR MMDZIE,TN 10201 ,''''•T`y 12 18 bC ACTIVE 22 6D 6D A INACTIVE 6C 18 12 AS REQUIRED BY CODE PM:(800)799-766T F7f:(731)372-2576 HORIZONTAL SECTION X, HORIZONTAL HORIZONTAL SECTION m m 8 JAMB-CONCRETE/MASONRY rU HORIZONTAL SECTION $ JAMB-CONCRETE/MASONRY � Z M p WIRE ANCHOR WIREANCHOR = >m MORTISE LOCK WITH DEADLOCK 3.00"MIN. BEDMENT 2.00"MIN.EMBEDMENT EM —� 3/8"X 5" 0.75"MIN. 2.25"MIN. CONCRETE/ X` LAG BOLT EDGE EDGE DISTANCE GROUT FILLED DISTANCE .. ..•. ; ;,7, ,, LL)F m c INTERIOR 1 '•: :-'+F' •...;...:. MASONRY W1 Z Z c m m 19 10 19 10 8B BC 14 16 8E 19 10 -.'S L�uL p p Z c ;;t,.:i;:;'•' (SEE INSTALLATION F- z-C i 14 ":=`' NOTE 9,5HEET 1 (y w �-1c Nz 14 :u.:l 2 a mtua a 1 :i.4: �`e;, ' ITW/RED F a by HEAD NABOLT 12 18 6C ACTIVE 23 24 6D 6D A INACTIVE 6C 18 12 SLEEVE p EXPANSION HORIZONTAL SECTION EXTERIOR S HORIZONTAL SECTION aolrCo JAMB-2XWOOD FRAME HORIZONTAL SECTION g JAMB-CONCRETE/MASONRY (n 3/8"X 6"LAG BOLT 8 CYLINDRICAL LOCK WITH DEADLOCK EXPANSION BOLT WITH PIPE AND STRAP 3.00"MIN.EMBEDMENT 2.00"MIN,EMBEDMENT 3/8"X 5" 0.75'MIN. 2.25"MIN. CONCRETE/ O g LAG BOLT EDGE EDGE 25 26 ;'•: •°. GROUT FILLED �- r., DISTANCE INTERIOR DISTANCE '"''!�i•�',+.�; : MASONRY � r 1 19 T eF 8F 19 10 1 w �.'?; ;�.'• (SEE INSTALLATION ,..: �):'"'•"'" NOTE 9,SHEET 1) ,y:S.��a�;:y. 14 14 ';•; ia'y.?`' 3/8"X 5" Q� m >4•�<<,.i ` ITW/RED :Agri:1x'' HEAD i DYNA BOLT 12 18 6C 19 10 98 14 6D EXT. 6D 14 9B 10 19 6C 18 12 SLEEVE � ACTIVE ���•��,�,,`� ��•�` �',��� EXPANSION O HORIZONTAL SECTION ry HORIZONTAL SECTION INACTIVE p HORIZONTAL SECTION BOLT 8 JAMB-X 6"LAG ` p " ZX WOOD FRAME $ RIM EXIT DEVICE JAMB-CONCRETE/MASONRY `�� a °�� _ 2.25"MIN. PANSION BOLT W/PIPE AND STRAP !G�.••• '••3� •.,w 3.00"MIN.EMBEDMENT I 3/8"X 5" 0.75°MIN. EDGE 2W MIN.EMBEDMENT 0•' n s CONCRETE/ LAG BOLT EDGE INTERIOR DISTANCE .,;._, .; . GROUT FILLED DISTANCE BD 8D 3/8"X 5"ITW/ ;;;..':'�"; LL F- 1 RED HEAD 1 •' MASONRY N F 19 10 14 16 DYNABOLT �:,.'�•:'' (SEE INSTALLATION y SLEEVE "•.' ,�' ' y; NOTE 9.SHEET1) ��Ld;'-.•• ••,. EXPANSION i.4'7•::y ���y. P R� Q 14 BOLT 14 x; 3 p� o U W Z 12 18 6C 19 10 9A 60 EXT. 6D A 10 19 19 10 6JL C I8 12 :''"�. .`.r,: %•.± ••'! ACTIVE DWG#: HORIZONTAL SECTION HORIZONTAL SECTION INACTIVE L HORIZONTAL SECTION RDF012 8 JAMB-ZXWOOD FRAME 8 SURFACE VERTICAL ROD 8 JAMB-CONCRETE/MASONRY SHEET: 8 OFil 3/8"X 6"LAG BOLT EXPANSION BOLT W/PIPE AND STRAP 'h. - fir' - . C• i1 ... e :�. ` ;t• f 'Z" , -�- i "--� i s e.,.�._,:a»a...�r.—..,,�...r.:._..........,:-...:...:.:.:.:..6 __-.._v....,._...»-.,.��....•_-_.-�:u..,.._.� :_....-_.,.-._ ._,_._...-�--.,._ar:_..._ ,_- .___ -�.-.:_...aa _. __.n-.--..,.- .- .. ..- _ .,_-.. - .. .. .. _ ...... _..�•.-.._.�._....._.-m-v....,._.=.,.�..._.._.u...,.:._»s:.._-...._ (4)DIMPLE BURR SIDE FOR 0.250 plMtGAGE53/4'bEPTHFRAMEW'ITH 0.046z0.003 AND 0.375 DIA,HOLES w '■`y SECTION A-A 9GA nI puhilc F doors-frames 0.033 HEIGHTOF PROJECTION .122 i.002SPOTS 5/16" 4 TYP TOP155 REPUBLIC 0182E MUST BE FLAT MtIfEFR3E.TH 3ezo5 5/8" PH;(800)799-3667 FX:(731)352-2556 31/32" 5 5/8" pwym 04046t0.003 =wRNER CONSTRUCTION U) F- aGAGE EDGEINTEGRAL TABS 2.045 wWHICH H HD RLOCK THE JAMBS TO 1 1/4 5/16 1.023 R 3/16(4)T/P. LL UJ N O p w Y DETAIL Y 5/16 e1z va w <� a z m w W WQ m H<LO a 15/8 - -�-- 000� ♦ 11/4 Fvl z w a 625 00 0 at O'n< " ® Rep blic ® " e< m ui 0 3/16i. Lu 18.52" I+ 3/16 .343 p a cc 1.336 r- 0250 MIN 14.31" 2.673— 6.20" 1 3/B 4 3/4 ) DETAIL Z 71/2 , 22.73" HINGE REINFORCEMENT m Z H ry • 14.13" 10.10" > 6.08" 14 GAUGE STEEL REINFORCING DOOR FRAME W W PLATE AT LOCK STRIKE LOCATION ~EDGE p DETAIL X LOCK REINFORCEMENT Ci 3/16"DIA.WIRE(STEEL ASTM-A653) x 8-3/ WIRE MASONRY ANCHOR � ����••••*•rl�� � APPLICATION MINIMUM GROUT APPLICATION � STRENGTH:2000 PSI. 0• (` =LL f- F Lu R (� R w q m m Z -F x WIRE ANCHOR DETAIL a _ V Z DWG#: RDF012 y SHEET: 9 QF l l BILL OF MATERIALS Republic ITEM NO. DESCRIPTION MATERIAL MANUFACTURER doors frames 1 96"X 5.75"DOUBLE SWING JAMB PAIR OR SINGLE JAMB 0.053'STEEL REPUBLIC DOOR 3 FRAMES 2 96"X 5.75"FACE DOUBLE OPENING HEADER 0.053"STEEL REPUBLIC DOOR 6 FRAMES 2A 52"X 5.75"SINGLE DOOR HEADER 0.053"STEEL REPUBLIC DOOR a FRAMES 155 REPUBLIC MVE 3 HINGE REINFORCING FRAME 0.132"STEEL REPUBLIC DOOR&FRAMES 6cxENz3E.-3B20t 4 HEADER SLEEVE REINFORCEMENT 14 GA.(.072")X 5.6875"X 0.072°STEEL REPUBLIC DOOR d FRAMES PH.(800)799-3667 FX:031)352-2556 FULL LENGTH HEADER 5 BASE ANCHOR 1.875"X 1.875" 0.053'STEEL REPUBLIC DOOR 6 FRAMES TOP CHANNELS 16 GA.X 1.677"X 0.62"CHANNEL FULL LENGTH Z d 6A DOOR PANEL WIDTH 0.053'STEEL REPUBLIC DOOR A FRAMES = It g <F uj m BOTTOM CHANNELS 16 GA.X 1.677"X 0.62"CHANNEL O Z d S LL 68 FULL LENGTH OF DOOR PANEL WIDTH 0.053°STEEL REPUBLIC DOOR d FRAMES LL Z a<v HINGE CHANNELS 16 GA.X 1.677"X 0.62"CHANNEL FULL -3 O m< 6C DOOR HEIGHT 0.053"STEEL REPUBLIC DOOR h FRAMES w� 6D LOCK CHANNELS 16 GA.X 1.67T'X 0.62"CHANNEL 0.053"STEEL REPUBLIC DOOR 6 FRAMES O c~L< FULL DOOR HEIGHT ¢ coUiO a 7 NOT USED w co, BA DORMA ML99530 OR SCHLAGE L900 MORTISE LOCK W/DEADBOLT STEEL DORMA a ^3 88 DORMA CL753D OR SCHLAGE ND SERIES STANDARD LATCH STEEL DORMA 8C DORMA 086600 DEADLOCK STEEL DOW ¢ 80 HCF SURFACE VERTICAL ROD W/PANIC DEVICE 2200 STEEL PRECISION BE IVES MODEL 360 SURFACE BOLTS STEEL IVES m 8F HCF RIM PANIC DEVICE 2100(W/HC822 MULLION DOUBLE DOOR) STEEL PRECISION 9A CONTINUOUS HARDWARE REINF.14 GA.(0.072")1.677"X 6"X 0.072"STEEL REPUBLIC DOOR 6 FRAMES Z (DOOR HEIGHT-11") 98 EXIT DEVICE REINFORCEMENT 14&A,(0.072")1.67T' 0.072'STEEL REPUBLIC DOOR S FRAMES O OZ X 5.313"X 14" g 9D FRAME STRIKE REINFORCEMENT PLATE 14 GA.ANSI/ASA 4.875 0.072"STEEL REPUBLIC DOOR d FRAMES C 9E CLOSER REINFORCEMENT 14 GA.(0.072°)X 1.677"X 6"X IB" 0.072°STEEL REPUBLIC DOOR d FRAMES w � 10 DOOR SKINS FY=43.9 KSI MIN. 0.045"5TEEL REPUBLIC DOOR S FRAMES w 0 11 PEMKO 2001THRESHOLD ALUMINUM PEMKO 12 DOOR HINGE REINFORCEMENT 9 GA.(0.132')X 7.5"X 1.625" 0.132"STEEL REPUBLIC DOOR S FRAMES 13 ANCHORS(SEE SHEET 5) VARIES ITW/RED HEAD $ 3/8'LAG BOLT,3/8'DYNABOLT ITW/RED HEAD A 1/4"ITW O 14 PEMKO 588 WEATHERSTRIP VINYL BULB PEMKO "s 15 ALL PURPOSE SILICONE CAULK SILICONE p`Qp•• INACTIVE LEAF ASTRAGAL 14 GA.(0.072")X 1.7"X FULL DOOR ea 16 HEIGHT. 0.072°STEEL REPUBLIC DOOR G FRAMES ^ a 17 CUT OUT REINFORCEMENT 0,053"STEEL REPUBLIC DOOR d FRAMES p = 18 41/2"X 4 1/2"X.134"THICK BALL BEARING TEMPLATE BUTT S.PARKER u" ~ HINGES ) 19 HONEYCOMB CORE TYPE 99-0-3/4(STEEL STIFF.,POLY OPT.) REPUBLIC DOOR G FRAMES 20 SURFACE BOLT ANGLE REINFORCEMENT 7 GAUGE 0.175"STEEL ROCKWOOD ��� "' '"•O a 21 REESE 353A ALUMINUM DRIP CAP ALLOY 6063-T5 REESE p MORTISE LOCK REINFORCEMENT 14 GAUGE X 1.67r X 5.313"X Ck a 22 14" 0.072"STEEL REPUBLIC DOOR d FRAMES �1i m m Z F 9 23 DEAD LOCK REINFORCEMENT 16 GAUGE X 3"X 3' 0.053"STEEL REPUBLIC DOOR 6 FRAMES p~�, ti u_ Z 24 ICYLINbRiCAL LOCK REINFORCEMENT 16 GAUGE X 3'X 2.5" 0.053"STEEL REPUBLIC DOOR 6 FRAMES 25 MULLION 2"X 3" PRECISION HC822 (A-500 GRADE B) STEEL PRECISION oWR D F012 26 MULLION REINFORCEMENT 1.5"X 2.5" (FULL LENGTH) STEEL PRECISION SHEET: 100E 11 u OJAMB FRAME HEADER FRAME �C," ll s 1 2 2A doors•frames I-2.588 0.625 T 2 588 155REPUBLICDUVE MCkEPRIE.IN 3820 3Bzo1 PN.(800)799-3667 FX:(731)352-25 6 2.25 5.75 M p $ V) QF yj�m :)rw W LL Q Z Q U 6A 6B 6C 6D CHANNELS BE IVES 360 SURFACE BOLT 9A REINFORCEMENT a% m N c m �2.33"J u -I m � K HGZ 1.677 1.156 w�++ `n c m La G ® h�5.6790.62 I G d #14 MACHINE 7MI6 T SCREWS ® o a 22 23 24 REINFORCEMENTS �5.75 a 6.358 m 12.00' 6.5 7 6 L Z M 1.677 ® O ® 5.679 1.499 11 PEMKO 2100 THRESHOLD W V) 5 16 INACTIVE LEAF ASTRAGAL �L 1.75 3.25 1.013 1.66 � 4 jTj O14 6A. 17 0,75 1.156 a L=FULL DOOR HEIGHT O ��� 21 REESE 353A DRIP CAP 25 HC822 STEEL MULLION Q ; 0.75 2,00"I--• (ASTMA-500)T-B— _ O ^•••• q NOTE:ALL DIMENSIONS =LL ~ 3•00" N 11 GA. SHOWN ARE IN INCHES. VI •,�j ~ 1.750 (0.120") �yb .8 o.ST VINYL 26 MULLION REINF. REESE 353A ALUMINUM DRIP 1.50" lii o m 0, m Z CAP WITH VINYL FLAP AT HEADER T I¢-^). ti == U 2 z (ALLOY6063-T5) �'�-' V 8 L DWG#: RDF012 SHEET: 11 of i l Florida Building Code Online Page 1 of 2 ma s.5f:�`•: tk� - _ �1.y: :Fin_ ',�,�� '_ " SCIS Home Log In i^User Registratlon Hot Topics i Submit Surcharge i Stats&Facts Publications Contact Us BCIS She Map i Links Search d, Florida r ;�:i Product Approval °" USER:Public User A Product Approval Menu>Product or Apolicatinn Search>Application List>Application Detail �• FL# FL9557-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext 256 jstleby@unioncorrugating.com Authorized Signature John Stieby jstleby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi,P.E. '�' Validation Checklist-Hardcopy Received Certificate of Independence FL9557 R4 COI CertificateIndeoendence.odF Referenced Standard and Year(of Standard) fitandard Year ASTM E1592 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/23/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RJSu... 3/15/2019 Florida Building Code Online Page 2 of 2 Date Validated 08/28/2017 Date Pending FBC Approval 09/03/2017 Date Approved 12/12/2017 Summary of Products FL# Modet,Number or Name Description 9557.1 MasterRib Panel 29 ga.,36"wide wall panel over steel supports Limits of Use Installation Instructions Approved for use In HVHZ:No FL9557 R4 II Evaluation Re ortC2173 1. df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+45.35/-37.7 Evaluation Reports Other:Design load of 45.35&-37.7 psf at support spacing FL9557 R4 AE EvaluationReportC2173 1.Ddf of 48"D.C. Created by Independent Third Party:Yes 9557.2 MasterRib Panel 29 ga.,36"wide wall panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ:No FL9557 R4 II Evaluation ReDOrtC2173 2.pdf Approve_d for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+45.35/-36.2 Evaluation Reports Other:Design load of 45.35&-36.2 psf at support spacing FL9557 R4 AE Evaluation ReportC2 173 2.pdf of 48"D.C. Created by Independent Third Party:Yes 9557.3 R or PBR Panel Min 26 ga.,36"wide wall panel fastened to steel supports Limits of Use Installation Instructions Approved for use In HVHZ:No FL9557 R4 II Eva IUationReportC2173 3.1)df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+96/-163 Evaluation Reports Other:Design loads of 96 and-163 psf at support spacing of FL9557 R4 AE EvaluationReportC2173 3.Ddf 20"o.c. Created by Independent Third Party:Yes E-El Next contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepta: ®® ® E-=Z Credit Card Safe https://floridabuilding.org/pr/pi_app_4tl.aspx?param=wGEVXQwtDgtvOROQkZA5RJSu... 3/15/2019 EVALUATION REPORT OF UNION CORRUGATING COMPANY `29 GA.MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9557.1-R4 PANEL WALLS SIDING Prepared For: Union Corrugating Company 701 S. King St. Fayetteville,NC 28301 Telephone: (910)483-0479 Fax: (910)483-1091 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866)366-1543 This report consists of Evaluation Report(2 Pages including cover) Installation Details (1 Page) Load Span Table(1 Page) ���gE!9 8 A B aggoBO® o`�� OGKAL1/VG s>v odvQ C;,\G E N S F om"1': 6224Cr Y � N � � 0 :LU Report No. C2173-1 Date: 8.18.2017 o., O ✓a ma's•\�6,2a�� FL 9557.1-R4 C2173-1 8.18.2017 Page 2 of 2 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36"wide coverage with 3/4"high ribs at 9" o.c. Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 18 ga., min 50 ksi steel supports.Must be designed by others Design Pressure: +45.35 and-37.7 psf @ support spacing of 48" o.c. (Based on testing) (@ 3 span condition with FS=2.0) Panel Attachment: #12-14 x V long self drilling screws with washers At panel ends @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate @ 9"o.c. across panel width Sidelap Attachment: '/a"-14 x 7/8" long SDS with washer @ 24"o.c. Test Standards: Panel assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference'. Test Equivalency: The test procedures in ASTM E1592-01 comply with test procedures prescribed in ASTM E1592-05(2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1404.5. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union Corrugating load span table. This product is not approved for use in the High Velocity Hurricane Zone. Supporting Documents: ASTM E1592 Test Report ENCON Technology Inc. C1514-1 (Test#1 &3),Reporting Date 9/8/07 PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER 9" O.C. MASTERRIB INTERIOR SUPPORTS PANEL 3 MIN 18 GA. STEEL -- (DESIGNED BY OTHERS) PANEL FASTENER ® SIDELAP FASTENER 3.5"-5.5"-3.5" O.C. ® 24" O.C. �9" O.C. MASTERRIB END SUPPORTS PANEL MIN 18 GA. STEEL (DESIGNED BY OTHERS) Cal tD wco TYPICAL PANEL INSTALLATION X—SECTION F low � �Zo Z M Y a J� PANEL FASTENER ® ti J 3.5 5.5"-3.5" O.C. o�o MASTERRIB SIDELAP FASTENER t o} 1/4"-14 SDS WITH PANEL WASHER ® 24" O.C. PANEL FASTENER E12-14 x 1" LONG DS WITH WASHER a MIN 18 GA. STEEL a (DESIGNED BY OTHERS) a 2 SIDELAP FASTENER PANEL SIDELAP ® 24" O.C. MAX 48" O.C. yJ$ (SEE LOAD SPAN TABLE FOR z �w ALLOWABLE LOADS 3 AND SPANS) GENERAL NOTES: c = 1. WALL PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA m ° BUILDING CODE (FBC). g MASTERRIB 2. WALL PANELS SHALL BE 29 GA. (t = 0.013"). EFFECTIVE COVERING WIDTH $ PANEL OF PANEL = 36". 3. WALL PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. PANEL FASTENER 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA ® 9" O.C. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. MIN 18 GA. STEEL 7. PANELS MAY SPAN BETWEEN BOTTOM TO TOP SUPPORTS OR SIDE TO w SIDE SUPPORTS. Z173- (DESIGNED BY OTHERS) IRIVI SECTION VIEW 'HE or I UNION CORRUGATING COMPANY MasterRib Wall Panel 36" wide, 29 ga. (min) Steel Panel over Steel Supports Span Loading Allowable Load(psf) Condition Type Support Spacing(ft) 1.50 1 1.75 2.00 2.25 2.50 2.75 3.00 3.50 4.00 Two Span Positive 106.4 91.2 79.8 70.9 63.9 58.0 53.2 45.6 36.3 Negative 88.5 75.8 66.4 59.0 53.1 48.3 44.2 37.9 30.2 Three Span Positive 120.9 103.7 90.7 80.6 72.6 66.0 60.5 51.8 45.4 Negative 100.5 86.2 75.4 67.0 60.3 54.8 50.3 43.1 37.7 Four or More Positive 116.4 1 99.8 87.3 77.6 69.8 63.5 58.2 49.9 42.4 Spans Negative 1 96.8 82.9 72.6 64.5 58.1 52.8 48.4 41.5 35.2 Notes: 1. Allowable load for each condition is the smallest load calculated based on fastener capacity,panel strength and and deflection limit of L/120. Allowable loads are calculated for minimum 29 ga.panel. 2. The wind load is taken as 0.7 times the"component and cladding"loads for the purpose of determining deflection limit. 3. The panel allowable properties are determined from full scale ASTM E 1592 tests at 4'0"span. 4. The panel fasteners are#12-14 x 1"long self drilling screws with washers. Fastener spacing across panel width is 9.0"o.c.in the interior supports and 3.5"-5.5"-3.5"o.c. at panel ends. 5. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 24"o.c. 6. Steel supports are minimum 18 ga. All supports must be designed to resist all loads imposed on the panel. 7. Minimum bearing width of support is 1.5". 8.The panels may span from bottom to top supports or side to side supports. 9. Panels must be installed as per Evaluation Report FL 9557.1 and Union current installation procedure. oa�Beeeua0000ea s OGKALIN ,0> bqz 5, •�N S E°'°� oo�s Q v 6�240 m° No ® ; r :LLU OF •�� F`P�O�• FLOP;. °�0's d 1216 N Lansing Ave, Suite C s6 Slcu ,�®°0 Bala Sockalingam, Ph.D.,P.E. Tulsa,OK 74106 PE 62240 918 492 5992 •\ , 2G 1�1 Page I of 3 Florida Building Code Online en fit WON!* BCIS Site Map Unks Search Hot Topic Submit Surcharge Stats&Facts Publications COntactUs BaSH.M. Login User Registration Florida P d Product Approval r 4 USER:Public User llcat,on Search>Ar)P11cation List>Application Detail R ADOMMal >Product or Nop Pmdu9 j Menu FL12765-115 FL# Affirmation Application Type 2017 Code Version Approved Application Status Comments Archived Product Manufacturer Janus International Group,LLC. Address/Phone/Email 135 Janus International Blvd. Temple,GA 30179 (770)562-6135 Ext 360 curts@janusinti.com Authorized Signature Curtis Schroeder curts@janusintl.com Technical Representative Curtis L.Schroeder Address/Phone/Email 134 Janus International Blvd. Temple,GA 30179 (770)562-2850 Ext 360 curts@janusinti.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus International Blvd. Temple,GA 30179 (770)562-2850 Ext 304 jakel@janusinti.com Category Exterior Doors Subcategory Roll-Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H.Dixon,Jr Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Gordon Thomas,P.E. 1:1 Validation Checklist-Hardcopy Received Certificate of Independence FL12765 R5 COI 29018 cert of fl.indep.pd Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_4ti.aspx?param--wCTEVXQWtDqSMFBcODh9MlXgs... 311512019 Florida Building Code Online Page 2 of 3 Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ',Yes No N/A FL12765 R5 COC FL12765 Affirm for FBC 6th 2017s.pdf Product Approval Method Method 1 Option D Date Submitted 10/04/2017 Date Validated 10/04/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary of Products FL# Model,Number or Name Description 12765.1 Series 1100 Series 1100-26 Gauge Door Assebmly Max Size: 8'-8"x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL12765 R5 II 29018 Dwa T1012 Rev A.odf Approved for use outside HVHZ:Yes FL12765 R5 II 29018 install 750 1100.odf Impact Resistant:No Verified By:Joseph H.Dixon,Jr.7768 Design Pressure:+24.4/-27 Created by Independent Third Party: No Other:Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER-09-0008-R.odf Created by Independent Third Party:Yes 12765.2 Series 1100 Series 1100-26 Gauge Door Assembly Max Size: 10'-0"x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL12765 R5 II 29018 Dwa T1013 Rev A.odf Approved for use outside HVHZ:Yes FL12765 R5 II 29018 install 750 1100.odf Impact Resistant:No Verified By:Joseph H.Dixon,Jr.7768 Design Pressure:+19.4/-22.7 Created by Independent Third Party: No Other:Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER-09-0008-R.odf Created by Independent Third Party:Yes 12765.3 Series 3100 Series 3100-26 Gauge Door Assembly Max Size: 16'-0"x 20'-0" Limits of Use Installation Instructions Approved for use In HVHZ:No FL12765 R5 II 34012 Dwa T1004 E.pdf Approved for use outside HVHZ:Yes FL12765 R5 II 34022 Mod 3100 inst instr.odf Impact Resistant:No Verified By:Joseph H.Dixon,Jr.7768 Design Pressure:+36/-41 Created by Independent Third Party: No Other:+36/-41 psf at 12'-0"wide.Varying loads are shown Evaluation Reports for widths 8'-0"to 16'-0".Not for use in High Velocity FL12765 R5 AE M3100 FL12765 T1005G P2.odf Hurricane Zones Created by Independent Third Party:Yes 12765.4 Series 3100 Series 3100-26 Gauge Door Assembly Max Size: 20'-0"x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL12765 R5 II 32041 FL T1005-F 0002.odf Approved for use outside HVHZ:Yes FL12765 R5 II 34022 Mod 3100 inst instr.pdf Impact Resistant:No Verified By:Joseph H.Dixon,Jr.7768 Design Pressure:+35/-38 Created by Independent Third Party: No Other:+35/-38 psf at 16'-0"wide.Varying loads are shown Evaluation Reports for widths 15'-0"to 20'-0".Not for use In High Velocity FL12765 RS AE 32041 ER-09-0007-R2 120112 0005.0f Hurricane Zones Created by Independent Third Party:Yes 12765.5 Series 750 Series 750-26 Gauge Door Assembly Max Size:3'-0"x 12'-0" Limits of Use Installation Instructions Approved for use In HVHZ:No FL12765 R5 II 29018 Dwa T1000 Rev B.odf Approved for use outside HVHZ:Yes FL12765 R5 II 29018 install 750 1100.odf Impact Resistant:No Verified By:Joseph H.Dixon,Jr.7768 Design Pressure:+35/-45 Created by Independent Third Party: No Other:Not for use In High Velocity Hurricane Zones Evaluation Reports https://floridabuilding.or_a/pr/pr app_dtl.aspx?param=wGEVXQwtDgSMFBCODh9XIIX8s... 3/15/2019 t1'titlti t i tli//tf 14. 0 ♦ Gj .•��CE�s•.. 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' araN ,; ww.m.....u. 1.126 ^'- R1A32 ,•T fNQ SEdI CURFAM7 yAA1B DETAtA "uuc+°+'�v uear mlSNOOiiL tr p dtglrAlwra MIX= —A&WORIO WCOOMEDSTEEL '•�'�- mw/a+waw PASPAbP W%VOM RAJ.CMT OF M&"AIO OW TF— MHED 6t,C0lt M PMYESTER MWAS"COAT STIV)M M STEEL, n.ar.aa f GRADEO.QASSI Na,,.,.� !.260 - n.saoorscLaatw.aoa�aNnaiNn,mrrwascaNNarwaawnwaFA�w+c+n%rwmws JANUi NE7'ERNATWNAL CORMt01lJ1TIDN .too NDMarM7IP10110RIGW0111iD1arVaR/iairlaNl.f1•ANFAafaaNWl�EFaaM1' ,,,,�,N 2XR.10 135JANUSINMNATIONALBLVD TEMP E.OA 30178 �— 11 rtwaeotmtlwxlwrwnnt.tcapu%vraansrAAAlwoetuManpaN..Alwmtour rNenoauawN�NOMayrAKwaaewra¢cNieoawn�tFArunnr T70bSZ V5WFmXTM-M-nU 370 �' 02014JW AIrdwr ft'AlCWPWSd tAiRfgltlRnwAd mor,q,ui. CERTIFIED WIND LOAD RATED .116 P"K PKAC„ONS ANOMS FOLEWAte"" a.+.a °A" 26 GA SERIES 3100 DOOR ASSEMBLY 1» L .r = .JoAr -mm &T W 1NJM ORat :� RECKY NELSON 131-03 MAX.SIZE ISW X W-O' 3030 "J0°` 0261.emo :auc°mF DDNuals 1a,a3 B an..a.n..r. T1004 E ° 0b0°SEE SKEET 2 FOR NOTES °"' Do""�""M Lta 131.0 NOW "" I °" z ♦ H• 0 4 4- i 1 S EN G SF�•,v " 2 No.7768 AAA + AND a aw STATE of = s W4119 �y� )R10�'.••'•����• �' i ••••a.••• JAIL Iu INGU�tWIfdQIN , ,, �`'Awl f f 1111 r7i P" DESMPTIM DAM APPROVAL WINOR W�0A GUIDEATT N TTOE - DADD GUD 81 DWMlqC NOTE R 61740 GS avrNwawreaw. D ADD®TMACINTD►IIOM1.7P12 CS ! AWiDCnAAiAD rSF VAIAEI 2$6N (,TI •Iroawa 4.mr ALLOWABLE TRANSVERSE DESIGN WIND LOADS VE iaWgN l�l 1 euRAN ca1TAN MAX MAX DESIGN LOAD DESX7N LOAD-MDIaRACM MAIDID(AARACNv'' xwr .mlleAaava wNatAwm. 'At• DOOR DOOR POSITIVE NEGATI L ANRt•WOOMIta ` AMIt LCaDtp I wnwccarm wmwccot�m WIDTH HEIGHT PS �aoiwoirow p M°�i00Fcawairor i ovouoTM i `uanrsoHurona 4v+ w�laci.evurm�aa -� W-V 2174' 77.4 88A F-- �w01i mPAawn tawuiwia �± 2�3 uDTx•r B'.D" 204' 81.3 88.8 ' 1014' W-W 502 50.7 ' AtfayDeAlQuwrtrloWu 11'-0° 20'4' 42.1 47.7 ir-W w4r 36.0 41.0 13'-0' 20W 31.3 35.8 '.. W-W 2W4r 27.5 318 NnRNI w•NANA7 _ .. . 16-W 2W4(r 24.5 281 4•: 6 ? 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IEETAOR DIC®DTHEMM LGDFq TI•WADtDaADER LLQLLTAD®IW aOR. a.+Dat•otmwAaoan.rwnatawnn000auoewtts®AtNAwwNea& naemaD.nwNnaonsunenmerrwDeortuwt�wvwYDuovArAvtEnurN+tu� " JANUS/If1ERNAT10NOL CORPORATION DaWRAeroARINAu vAv[NiEONDE�ot�vDsrAeeeve�'vtuawaanuerDeroEsr N.D•.00m1M0tVAW a DAOLLDWI•6aOutqlL/EWINLLloYrONmUfDillEtIiE aDIMA0R1WTN1�NMa•6A0T11tg1EN0AI01400111aM•D[MRNA.WBY�IGIROIR DWYnDiDPAiYAmA UID1UtmroWaU+wia rJuo ocvN EAT NWpsRF0 AM MTin�MO PQRPMPAPAMMN*WEMM� It s• 135JANUS INTERNATIONAL BLVD TEMPLE.C130179 auTWINORMAIL• wmaDX oRALMCGIRa IDAWA.AMGRAMM 770$82-2E601FNt770.682.2284 MOWAYL ®2014 Janus N[tmadWW CuparOW ANNt FVft Raved 7.ALL a .EIVI 0NaANDWA IAALL ME 6LLVAMMO DR WAWLW 9f=nINA UNAWTV41LE NRMM I�•t EaBOT11E•IUwe aAFla+E9OaAEN6101Y A. 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Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Unks Search bProduct Approval d r USER:Public User Product Aooroval Menu>Product or Application Search>Application List>Application Detail aCl ia3'.: FL# FL9555-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ] Product Manufacturer UlN ION CORRUGATING COMPANY Address/Phone/Email 70 L S.KING ST. FA EITEVILLE,NC 28301 (9 0)483-0479 Ext256 jst eby@unioncorrugating.com Authorized Signature 7o n Stieby js eby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category S ructural Components Subcategory R of Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (_I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi,P.E. ��I Validation Checklist-Hardcopy Received Certificate of Independence FL9555 R4 COI CertificateIndeoendence.odf i Referenced Standard and Year(of Standard) Standard Year ASTM E1592 2005 FM 4470 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://floridabuilding.org/.nr/pr_app dtl.aspx?param=WGEVXQWtDgtvOROQkZA5RE8E... 3/15/2019 Florida Building Code Online Page 2 of 3 Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/09/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 9555.1 5V Panel 29 ga.,24"wide,through fastened panel over wood supports Limits of Use Installation Instructions Approved for use In HVHZ:No FL9555 R4 II EvaluationReDortC2172 I.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-70.25 Evaluation Reports Other:Uplift load of 70.25 psf @ support spacing of 24"D.C. FL9555 R4 AE EvaluationReDortC2172 1.odf Created by Independent Third Party:Yes 9555.2 MasterRib Panel 26 ga.,36"wide,through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ:No FL9555 R4 II Eva luationReDOrtC2172 2.Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-47.2 Evaluation Reports Other:Uplift load of 47.2 psf @ support Spacing of 60"D.C. FL9555 R4 AE EvaluationReDOrtC2172 2.Ddf Created by Independent Third Party:Yes 9555.3 MasterRib Panel 29 ga.,36"wide,through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ:No FL9555 R4 II EvaluationReDortC2172 3.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam'PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+27.1/-37.7 Evaluation Reports Other:Design load of 27.1&-37.7 psf at support spacing of FL9555 R4 AE EvaluationReoortC2172 3.odf 48"o.c. Created by Independent Third Party:Yes 9555.4 MasterRib Panel 29 ga.,36"wide,through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ:No FL9555 R4 II EvaluationReoortC2172 4 odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+27.1/-36.2 Evaluation Reports Other:Design load of 27.1&-36.2 psf at support spacing of FL9555 R4 AE EvaluationReoortC2172 4.Ddf 48"ox, Created by Independent Third Party:Yes 9555.5 MasterRib Panel 29 ga.,36"wide,through fastened panel over nom. 1"x 4" wood supports Limits of Use Installation Instructions Approved for use In HVHZ:No FL9555 R4 II EvaluationReDortC2172 5.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-138.9 Evaluation Reports Other:Uplift load of 138.9 psf @ support spacing of 24"D.C. FL9555 R4 AE EvaluationReoortC2172 5.1)df Created by Independent Third Party:Yes 9555.6 PBR Panel Min.26 ga.,36"wide,through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use In HVHZ:No FL9555 R4 II Eva luationReoortC2172 6.Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+96/-163 Evaluation Reports Other:Design loads of 96&-163 psf at support spacing of FL9555 R4 AE EvaluationReportC2172 6.12df 20"D.C. Created by Independent Third Party:Yes Back Plext Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CooyriaM 2007-2013 State of Florida.::pljyAty Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditlonal mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used far official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick ham-. Product Approval Aoeeptsi https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtv0ROQkZA5RE8E... 3/15/2019 INsTm 2019030038 OR eK 9862 Pv 1840 POO I at 1 02122010 080 AM RCP%2030702 Ron,10DO DSt 0,00 i7:0.00 .. . o"uufR 3,O Ne,4 I%D.,TOW CO!Mt Cferk A CMx�t&011 r RMPN TO:19-b -O .arkltt tk Larkin Tldf:SerAces, 141307th$tMd vadeCa*FL 33525 ' (3S2)545-0(�4Q Permit No. f PARCEL NO.1326Ri 0010 00000 0030 NOTICE OF COMMENCEMENT EMENT STATE OF FLORIDA COUNTY Of PASC* THE UNDER5IGN50 hereby gives notiee#hat Improvements wile be made to gain real property,and In accordance with Chapter 713,Florida statutes,the following Information Is provided In this Notice of Commencement: 1. Description of Property: Parcel tdentifitatlon Number: 132621 O MO ICI 000 StreetAddress: 39309 Air park Road,Zephyrbills FL 33542-5280 2. General Description of Improvement: Now Metall Building Construction 3. Owner Information: Fff=RAKE INC„a FL Corp.39309 Air Park Road,ZephyMdl$FL 33542 4. Contractor. Metal 5truttares,LLC,10205 US HWY 3M,Dade City fL 33525 S, Suretys ; 6. lender:First National Bank of Pasco,13315 US HWY 301,Dade City FL 33525 7, Persons within the State of Florida designated by the owner upon whom notices or of or ` documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes; Lender as set forth alcove. Nome,address and telephone number:tender asset forth above. 8. in addition 1011IMSelf,the owner dealgnates: First Naftnoi Bonk of Pose* To receive a copy of the tienoes Notice as provided In Section 713.13(1)(b), Florida Statutes. Telephone Number of Person or Entity TJesWwtW by Owner.Lender as set forth above: ; 9. Expiration Date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from t date of recording unless a different date Is specified): WARNING To OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF T4E NO TICE OF COMMENCEMENT AR9 C:ONstDERED IMPROPER PAYMENTS UNDER OMPT19t 713,PART �W is,rn �j 1, SECTION 713,33, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR O~ j U IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND 4 POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CL CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Sj. YOUR NOTICE OF COMMENCMENT, 0 4- Under penalty of perjury,I declare that I have read the foregoing Ike of Commencement and that > L ! the facts stated therein are true to the best of my knowledge a ellef. p tr: x ,,•r n A.Cooley,Presido FIREDRAKE,INC. nor Cooley,Vlce-Preside f .Lu� a. A FL CGrp. FIRIWIIAKE,INC.,a FL Chip. 0�w u- d W STATE OF FLORIDA U w COUNTY OF PASC O i»- N w�, z 4 �� m The foregoing instrument was acknowledged before me this play of 5 rR 2019, Cn r by John A.Cooley,as President,and Elconor0Cootev,as Vice President of FIREDRAKg INC„a FL Corporation,on behalf of said corporation,and who produced hWhar/their drivers)license(s)as 4C1 • identification. Notary P ! e of fksrida ►:��LBB i My CVQ Ir�es: ax spar ir,ms •• ,V .'go;: (Affix