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HomeMy WebLinkAboutSUBMITTED PAPPERS.�t)5 I TOWNSHIP I iJ 14s I RANGE ZONING FLOOD ZONE CONSTTYPE ell _ WATER V�• LOTOFREC REPORT CODE SCHOOL IMPACT FEE SCHOOL IMPACTFEE POLICE FEE ADDITIONAL PERMITS REQUIRED REVIEWS ZONING �I LAND USE t V FHLM MAP 4 11 5 - OCCITP TYPE S Z SEWER LOT OF REC (after LIBRARY PUBLIC BID IMPACT FEE GROSS ROAD Fm ® FIRE FEE LOT CV G % IsTFLRELV MAX OCCUP SPRINKLERS LOT SPLIT I PARKS IIMPACTFEE CREDIT M1SC FEE `s`ZONING PLANS EXAMING *,3rr y`yry SRI== �� NIR._V1 t'Y kb4 .k y 1 � i' • - L if �.•° +'� �S^ S \ Y � 1=1 TOTAL �� •• 7e0SL-r/ ® FEES TOTALMISC of . LL FEES vz'-�"f'�'. � '+�'. . •r a "`�4 1995 1Mi1J�Jy�?1� DATE � I / COMPLETE INITIALS Limpa-c'k k?ao5 Qre- 'Dr, COL�cz_tvC4\ r�1 DID 1 REVIEWDATE FILED: %0 PLAN y • P • • . • PERMIT NUMBER: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED E � St. Lucie County Building and Zoning 2300 Virginia Avenue GRID FL Pierce, FL 34982-5652 UU . SCAB1NED 772462-1553 St. Lucie Countv 0805 -o I%O APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONIN'G COMPLIANCE PROJECT INFORMATION I. LOCATION/SITE ADDRESS:730d i iW�//ClrC/AC 2. S/DNAME:Aidar &AEe rAln. rwk ! SITE PLAN NAME: 15h �St 1PG 1'%e9i Z7e. 3. PROPERTY TAX ID #333- - C tr -tra /3I5->?a/-rsa3l vuo3 V 4_ LEGAL DESCRIPTION (attach extra sheets if necessary): LtorS f E3 !3 X D "A',,joss 5. PLAT 6. PAGE / 7. BLOCK S. LOT , BOOK NO. f NO. 2 NO6,9 9. /1// PARCEL SIZE: ACRES/SQ FT. oL • LOT DIMENSIONS 31_zG DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: SETBACKS (ACTUAL) FRONT: BACK: RIGHT: •' LEFT: 3 t3 / SIDE SIDE TYPE OF CONSTRUCTION (Check all appropate boxes) [ ] NEW CONSTRUCTION [y /EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL t� COMMERCIAL [ y/ INDUSTRIAL [ 1 OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: j' 14_ Sq. FtJC0NSTRUCTION:_Z3 15. Sq. Ft. 1st Floor: /3 Z2,—� 16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. Sl Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is S2560 or more, a RECORDED Notice of Commencement most be submitted with this application. SLCCDV Form No.: 001-02 CERTIFICATION: y OWNER INFORMATION NAME: I.b. CZ) ADDRESS:` CITY: Zz'd- Zc STATE: ZIP PHONE (DAYTIME): 02 email IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: 0�_ ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): ' �) CONTRACTOR INFORMATION s, v ST. of FL REG./CERT #: C G C U aZ 67?,�9 ,;X ST. LUCIE COUNTY CERT #: 28 ya BUSINESS NAME: QUALIFIERS NA�ME:�7/�fG'X ADDRESS: /l L/ sox CITY: �G� rJ / 3c 1J STATE: /—� G ZIP ?21 PHONE (DAYTIME): O? a) 6'6 9 Z/t> F7 FAX N012•2� SGg -e277 email: ARCMT/ENGINEER:'Cp/Zn G ` 74'n F eV ADDRESS: /9O E. CITY: STATE: Al- Ci zip ;c?/ -7 PHONE (DAYTIME): (Zc _kY-L-kZ7b BONDING. COMPANY: ADDRESS: CITY: STATE: ZIP MORTGAGE LENDER: ADDRESS: STATE: ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all -laws regulating constructionin this jurisdiction I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. . The -following building permit applications are exempt from undergoing a full conciurency review: room additions, accessory structures (all -types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE QF COMMENCEMENT MAY RESU)rTYOUR 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. NOTICE TO APPLICANT:" AS THE APPLICANT FORTIES BUILDING. PERMIT, IF IT IS NOT YOUR RIGHT, TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I cZlic tift all the foregoing information is accurate and that all wor ill be done ii ableI lating construction and zoning. OAZOCONTRACTOR SIGNATURE O I STATE OF FLORIDA COUNTY OF ST LuGIl� The foregoing instrument was acknowledged before me this ;U day of.�d� 20oY by 74L tr T dR0'crb , who is imsonally known to me or who has produced as identification. STATE OF FI COUNTY OF M The foregoing instrument was acknowledged before me this _4 day of.;?2T, 20_Yby who is personally known to me or who has produced as identification. Sig0fure ofNotary SipSture ofNotary vD/TN L. %i 171RTFL�o .. T. : v).Tw Type or Print Name of Notary Y PiJBLICSTATE OF FLORIDA Type or Print Name ofNotary NOpa _ p Judith L. DiMatteo _ " 4 Commission No." o S// 030 (Seal)*Expires: Commission #DD511030 ` " Commission No. }jnS!/03 e �MCSTgp MAR. 22, 2010 Co ��1 L• Bonded Thru A4antic Bonding Co, Inc. Bopde�, Fes/ ,rsr NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF �dSS�ft THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEARCn THIS APPLICATION IN'THE OFFICE LISTED ON THE,F'RONT-OF THE APPLICATION. a For specific instructions see appropriate permit checklist. ' 3 OUS ���5 d �DrrzS -ADS r 7�/Ac_ 1A�l�Fo2G� 0 �`Z -ccl '� r�yc2����C�EA_cJ_� �• ME-> AM I/¢ 4, e-- �7A CHI/ /eeV SL{iiU'l< rill f/ Of -_ WA1,GS Xv C- . hle- �3z J Go Al rS, THESE PLANS AND SUBjECT AND PROPOSED REQUIRED REC' WORK MAYBE BY FIELINSPECTOR TONS C0M1 NECESSARY IN ORDER TO T WITH ALL APPLICABLE CODES. / /= o o �� �a�Fd /l� X/8 X y5 " w/ /�a✓ A/ f� w/ I 2 1 2 1 U u c — 080 t co C5�1 ....... ........ ......... OE conv F IE Y ss}3 n (::i V/N J ON J saA t/N J ON WIN J ON J VIN _1 sa ON J.' 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Technician-- F7 Other: Health Department PL - rmit paperwork CD for Fire Department if comme rcial or muiti-famiiy No rv� N/A DEP, SFWA4D or A,rmy co4 of Engineers No r � NIA Pool Barrier Affidavit Yes -NO 177. _N/A Ground sign landscaPe affidavit Yes No N/A Bum rate for sign cab" Yes No NIA RVand A4.66 Mobile Tie Down On Co ies 1`7 17 Yes No I-- N/A Permit Worksheet (Tie -down diagram) Manufacturer set-up . and installationI-, manual Yes I-- No I- Nhk Manufacturer blocking diagrams Yes I—. No r- N/A Signed penetrometer test (I COPY) Yes No NIA Stair details Yes 177 No N/A Mobile homeij inspection report forrelocation Ves 17 No N/A COPY Of Tide for relocation Yes No r.j NIA 'Class A approval from Growth Management. Coinments- C. Yes 1� NO 17 N/A 177. Yes No N/A -Beset . CI ar Form Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 http:/Iwww.stiucieco.org/public—works/peffnitting.htm Review Comments PROPERTY INFORMATION Address: 7300 COMMERCIAL CIR City/State/Zip: FORTPIERCE FL 34945 Parcel #: 1335-801-0037-00019 Jurisdiction: St. Lucie County Zoning: IL Lot # : 1 Block: APPLICATION INFORMATION Permit Number: 0808-0064 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMATION Contractor Name: REXFORDMIKELL Business Name: REXFORD INC Business Addr: 953 OLD DIXIE HWY City / State / Zil VERO BEACH, FL 3296, REVIEWS AND COMMENTS Page 1 Owner(s): PRESSURE PRO INC Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ t .r Fax Number 772-569-0279 ReviewTv Status Reviewed By Documents Missing Incomplete 08/11/2008 1 Comment NEED TO BRING IN WITH PICKUP: -RECORDED NOC - FILLED LANDS AFFIDAVIT Fire Department Review Pending Notified for Pickup Pending Date Started Date Complete Date Released Plans Examiner Review Incomplete Ed DeGennaro 09/10/2008 09/15/2008 14 Comment COMMENTS MAILED TO CONTRACTOR AND OWNER 10/13/2008 17 Comment ' GUARDS & STAIR RAIL FOR STORAGE PLATFORM MUST COMPLY WITH FBC SECTION 1012, (OPENING LIMITATIONS FBC 1012.3) Zoning Review Incomplete Lydia Galbraith 08/1112008 08/11/2008 1 Comment THE EXISTING BUILDING ON PAGE Al IS NOT MATCHING WITH THE SHAPE OF THE EXISTING BUILDING ON PAGE Cl. ALL PAGES NEED TO MATCH WITH EACH OTHER. Code Compliance Division Review Comments 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 2 http://www.stlucieco.orgfpublic—workstperTnitting.htm 08/11/2008 3 Comment FORWARDED TO PLAN REVIEW WHILE WAITING FOR THE CORRECTIONS ' f TRANSMISSION VERIFICATION REPORT I TIME : 10/28/2008 09:03 NAME : SLC CODE COMP FAX : 7724626448 TEL : 7724622963 SER.1t : BROE5J278861 DATE,TIME 10/28 09:03 FAX NO./NAME 917725690279 DURATION 00:00:27 PAGE(S) 02 RESULT OK MODE STANDARD ECM Code ComplianoeDivision w Review Comments 2300 Virginia Avenue FL Plerce, FL 34952 _ Phone: (77n) 462-1553 Fax: (772) 462.1578 Page 1 ht )Iwww- Wccieco.orglpublic workslpermitting.htm PROPERTYINFORMAVON Address: 7300 COMMERCIAL CIR- City/state/Tip: FORTPIERCE FL 34946 Parcel It : 1335-801-0037-00019 Jurisdiction: St. Lucie County Zoning: IL Lot#: 1 Block: APPLICATION INFORMATION Permit Number: OBOM064 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMATION Contractor Name: REXFORD MIKEL L BusinmName: REXFORDINC Business Addr: 953 OLO DIXIE HWY City I State I Zil VERO BEACH, FL 3296 REVIEWS AND COMMENTS Owner(s): PRESSURE PRO INC Application Type: Master Permit wlsubs Other Activity: Stories: 1 Automatic SprinklerSystem7 Rovlaw Type Status Rev, iced By Documents Missing Incomplete Fax Number 772-55M279 D e Date Complete Date Released 08111/2008 1 Comment NEED TO BRING IN WITH PICKUP: -RECORDED NOC - FILLED LANDS AFFIDAVIT 0 0 ;„i ` I111G111U\ltttt+ 7 Property Appraiser - St.Lucie<,< , ,nty, FL Page 1 of 1 PROPERTY RECORD CARD Pressure Pro Inc Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �UCIE� 9Gy. Site Address: COMMERCIAL CIR ParcellD: 1335-801-0038-000-6 �a� �� Seclrown/Range: 35 :345 :39E Account#: 127115 n :..; Map ID: 13/35S Land Use: VCNT INDUS Zoning: IL City/Cnty: ST. LUCIE COUNTY Ownership and Mailing Owner: Pressure Pro Inc Address: 7300 Commercial Circle Fort Pierce FL 34951-4109 Sales Information Date Price Cade Deed 1/20/2005 100 01 QC 6/5/2000 137600 02 WD 1/1/1900 0 No Sketch Legal Description KINGS HIGHWAY INDUSTRIAL PARK -UNIT ONE- BLK D LOT 2 (0.98AC) (OR 1305-301; 2142-2932) Assessment Final Total Land and Building Book/Page 2007 FV: 182100 Land Value: 182100 Acres: 0.98 2142 / 2932 Assessed: 182100 Building Value: 0 1305 / 0301 Ag.Credit: 0 Finished Area: 0 SgFt Exempt: 0 Taxable: 182100 Taxes: 3439.28 BUILDING INFORMATION 'No Image Available Available Exterior Features View: - RoofCover: - RoofStruct: - ExtType; - YearBIt: Frame: - Grade: - EffYrBlt: PrimeWall: - StoryHght: - No.Units: SecWall: - Interior Features - BedRooms: Electric: - PnnlntWall: - FullBath: HeatType: - AvgHt/FI: 1/2Bath: HeatFuel: - Prm.Flors: - %A/C: %Heated: % Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 4000-VCNT INDUS 300 -Sq Feet 42840 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. 11°Jc a u� lei z. F°" lcs1 ' http://www.pasle.org/pre.asp?prclid=133580100380006 8/6/2008 Property Appraiser - St.Lucie '--,-,nty, FL i Page 1 of 1 Pressure Pro Inc Record: 1 of 2 Property Identification Site Address: 7300 COMMERCIAL CIR Sec/rown/Range: 35 :34S :39E Map ID: 13/35S Zoning: IL Ownership and Mailing Owner: Pressure Pro Inc Address: 7300 Commercial Circle Fort Pierce FL 34951-4109 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print �UCIE ° ParcellD: 1335-801-0037-000-9 Account 11: 127114 h ._ Land Use: City/Cnty: LGHT MNFCT ST. LUCIE COUNTY Legal Description KINGS HIGHWAY INDUSTRIAL PARK -UNIT ONE- BLK D LOT 1 (1.12AC) (OR 1305-301; 2142-2931) Sales Information Assessment Final Date Price Code Deed Book/Page 2007 FV: 720100 1/20/2005 100 01 QC 2142/2931 Assessed: 720100 6/5/2000 137600 02 WD 1305/0301 Ag.Credit: 0 1/1/1900 0 / Exempt: 0 Taxable: 720100 Taxes: 13600.38 BUILDING INFORMATION I Exterior Features View: - RoofCover. ExtType: INOF -INDUS-FLEX YearBit: Grade: Y_C- - Commer C- EffYrBit: StoryHght: 0010 - 1 Story No.Units: Interior Features BedRooms: 0 Electric: FullBath: 0 HeatType: 1/2Balh: 0 HeatFuel: %A/C: 100 - %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cord. YrBlf. CNC7 - CONCRET HIGH Y 1 20218 AV AV 2001 CURB - CEMENT CURB Y 1 174 AV AV 2001 LGTi - SINGLE LIGHT Y 1 3 AV AV 2001 Total Land and Building Land Value: 207800 Acres: 1.12 Building Value: 512300 Finished Area: 11760 SgFt TN - Metal RoofStrucl: BR - BarJst/Rigid 2001 Frame: S015 - 2001 PrimeWall: BS - CB Stucco 1 SecWall: CM - Corr Metal MX-MAXIMUM PnnlntWall: DW- Drywall FHA - FrcdHotAir AvgHt/FI: ELEC - Electric Prm.Flors: CU - Carpet 100 %Sprinkled: 100 Land Information No. Land Use Type Measure Depth 1 4100-LGHT MNFCT 300 -Sq Feet 48889 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/prc.asp?prclid=133580100370009 8/6/2008 Page 1 of 1 Lydia Galbraith - Pressure Pro Minor Site plan Adjustment SPMN 520081468 From: Lydia Galbraith To: Aneela Ansar Subject: Pressure Pro Minor Site plan Adjustment SPMN 520081468 CC: Christopher Lestrange; Diane Flanigen; Kristin Tetsworth; Paula Bushby Good morning Aneela, I am reviewing the building permit for above site plan. They recently received an approved site plan adjustment for the increasing and relocation of the loading dock and to add a canopy. I noticed on the approved site plan that most of the pages are still showing the old location of the loading dock. These pages have two stamps, the first approval and the minor site plan approval with the reason. Than attached to these plans are two pages that do show the correct size and location with also with an approval stamp. Why are the original pages still showing the old location and not showing the new location? This is very unclear and confusing for people who don't know the site plan. thanks, Lydia Galbraith Zoning Technician about:blank 8/11 /2008 so POSTED 00 2300 Virginia Ave R EG F '- Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 DEC 008 CERTIFICATE OF TERMITE TREATMENTS t • Lucieu Works e County, FL CONSTRUCTION SOIL TREATMENT PERMIT # ' L� TIOY 7y 00 B ADD ESS: _ %,W (ommer�i4( C°LiC F� Pirr-ce BUILDER/CONTRACTOR: /(iV47 PEST CONTROL CONTRACTOR: sfAcSera] ee PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Percentage of solution: GO,OCP Date of Treatment: Footing 1s* Treatment Re -Treat Driveway 1't Treatment Re Treat Other 1'` Treatment Re -Treat Chemicals used: 4d*11 Total gallons used: Time of Treatment: Slab 15t Treatment Re -Treat Treatment Re -Treat Perimeter fo I Inspection Signature of Exterminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistantjobs/te posting board shalt be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the peimitis issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentrat/on and number of gallons used, to establish a venriable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on 16n nln..►r:nel ...��..1 L--- -----_ rye-- -....- - - - - - 40 J• 1 ST. LUUM COUNTY PUBLIC WORM SUMLMGPERMr StLu=C=gyCMtrRCwCwdficMf=wMdkr Sack oYFimids CafTeedmrNam'buN+pWHwbJak agreed to be the `' mi ` sub-eanhactor Sor 1� tz�ofr ) (PdzmyCOMMcI r) for the project located It is understood. that, if there is any change ofstatus regaidingourparlictetionwith the above mentioned project, Iwill immediately advise the Wding and Zoning Department Of St Lucie County by personally Sling a Cbange of Contractor notice. (Fomt SLCCDv Nm 000M B'USUMS QUALUFM Qft=ofdm k divWus dmmu as 8mrnmmcwes Lkeae) SOMMMIALING—NAMIRMSE AFPV D -TYbinQs With SIMMTURE YRitff NAME DAIE JL�E �OGy ST. LUCIE COUNTY BUILDING&ZONING � a 2300VIRGWIAAVMLIE FORT PIERCE, FL 349825652 ��ORIOp 661462-1653 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: 7419r/ for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number Ogle g. roeAy . I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name STATE OF FLORIDA. COUNTY OF 6_10411) 4 Property Owner Signature Date 'ACKNOWLEDGED BEFORE ME THIS y DAY OF /V0V C-IY3 crA- .20Of. By )AL Lr T R[ra-o WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. o� • l/�cTf/ �J, /YfATTG-O NATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE _&2/0 3G COMMISSION NUMBER (SEAL) N J1 wc_Sno 80nde 6x W�s on #DOatt o d l7sryAZ'*tje h .. gD °�lr0ic 0 v , Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COU., gOWIN M. FRY2 PAGE 2036, Recorded 05/11/2008 at .'A7 Ptd FILE 4 32064OR HOOK 297 ,w S.tb OM -'M'& A flpftw,F 33M lDPd.-Sane 196 3apNtP. FL33445 ..u....:. }pIMRN1Am® l—. NOTICE OF COMMENCEMENT �oodemiped bamby n°dm cbl:=bwNafmafineammeao�aL up�* andmawta®mwlm Chaps 713, Flmlda$WMde mu-Wk%p{O1m0�pduPO°�� NUMBER 133S9U1�97mm SG&9 1. DESCRIP170NOFPHOPERTifgcgld�iPftn ACr LT____AX ONDhID �� ..O 7HAC7-1'OT HL DNrf 7300 36IONSaa�metplyFLMM 730D Oammerdal of I ge<.7g1tA1, DFSCHIPTION OP DuH'ROVHdQ'1r ]ne 3.0V H OBI Cbft FmlPleae.FL31931 cm2rt9 mP Y C dNameandndN o(�almPla ° °�tE®awna N W-MR'BNAMLADDHE4SANDPHONHNUhIDER: 1n� 4. 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Tba fine5°@efmwm'+°.msndmawlaABeAbefunmetht+91b d2yafMa .m p,eddart _ �.....a,a in64) 3f -'(pdpcd same afpnsaaai 5°am°1 . _. d~ueeoe' p in pm�lly Kn fl wp°duMdma muaadn9lyPe °fll�" (n.�pfpDry o°btbalf°fwfi® 1Lll E 11.2ml pDpyapLgcrYmdtr. i�6CD ryPuhfw) tlmdcdblistsm maua (pdmedNama°fNNnYPimfi°) p my sad 1)adm PeWMm °f pT%;1 Aedam mal l haw cmd me fineg°bg and mac me Gels m b w blWWX MgZS25.Flanda Stp ) ucaeclALvaEewh°a1�eA abna ZIP O°fOwaMOa )'Aa16°dad ODM<dDoM°�/% .. All, HY DdeRe°d (PdntedNw°) sr. (Sip.) N.aNaaaar RXIMIT "A* Lots 1, 2 and 3, Block D. KING,S HIGHWAY INDUSTRIAL PARK UNIT ONE, according to the plat thereof es recorded in Plat Book 26, Page 16, of the Public Records of St. Lucie County, Florida. STATE OF FLORIDA ST. LUCIE COUNTY THIS TO CERTIFYTHAT THIS IS TRUEANDCORRECT Copy OFTHE ' ORIGINAL. v M. FRY, JR., CLERK B(• .Gr� �i /J D®poly Date: Clerk S /� ��, Code Compliance Division BUILDING PERMIT 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 http://www.stiucleco.org/publie—works/pormiffing.htm Page 1 Issued: 11/04/2008 Conf#:665 Permit#: SLC- 0808-0064 Job Location: 7300 COMMERCIAL CIR City: FORT PIERCE Permit Type: Building Commercial Job Description: I INSTALLATION OF A NEW METAL BLDG, CANOPY, LOADING DECK, PARKING & DRIVEWAY, (FOUNDAI S/D Kings Hiqhway Industrial Park Un Lot: 1 Block: Parcel: 1335-801-0037-000/9 Contractor REXFORD MIKEL L REXFORD INC (772) 569-4087 953 OLD DIXIE HWY VERO BEACH, FL 32960 Property Owner PRESSURE PRO INC (772) 461-4486 7300 COMMERICAL CIRCLE FORT PIERCE, FL 34951-4109 Setbacks Left:15.00 Right: Front: Rear: 35.00 Zoning: IL Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 13,200.00 Minimum Floor Elevation: Flood Map: 175F Flood Zone: X Elev: Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10). F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Christopher Lestrange Building Official Date For Automated Inspections, Call (772) 462-1261 For Questions, Call (772) 462-2172 St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit. �E C St. Lucie County Building & Zoning �oR10A BUILDING PERMIT SUBCONTRACTOR SUMMARY -y/'e►/Jib ��� will be using the following sub -contractors for the (Company/Individual Name) project located' at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical 4*&z/,,C Z;2 Plumbing �(,]�, P�� , / 7 HVAC/ Mechanical Roofing A / Gaskl,ql le*tf ONLY: PERMIT NUMBEI ISSUE DATE: 5 17 ST. LUCM COUNTY PUBLIC WORKS �t s Bi JLDIN0 & ZONING DEPARTMENT SUR DING PEFIM SMCOXTRACTORAGR MEiT St Lucia County Contractor Certification Number: State of Florida Certification Number (VzPPh&ahh): --lir have agreed to be the (Company Namdividual Name) sub -contractor for ,-01? (Typo of Trade) (Frirnary Contractor) for the project located at in CArrR�� res r F 1 L ����dlLG_ (Project Street Address or PropffV pertyTAx>D if) It is understood that, if theta is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004.00) BUSMSS QIUALIFIER rNatue of tha Individual shown on the Contractoes Liccnse) G—D ZIMUIJV =— PRM NAME DATE Business Name: Address: Cityistatelzip: Phone: 7 2- s�99- o� 2r2 email: 10001. ONt QHOMM 9L70 899 7LL YV3 TS:90 R007i9T/CO 09/10/2008 07:37 7724621578 ST LUCIE CO PAGE 02 ST. LUCIE COUNTY PUBLIC WORKS 13UMDING & ZONING DEPARTMENT 31MIMING PEWar SUB -CONTRACTOR AGItUMMTT St. Lucie County ConRactor Certification Number. _ / 9J� Y-�7L' 1_Q State ofFlorida CertiticatianNumber (traWliabTle)t have agreed to be the (Company PameJlndividnalN > bNM sub -contractor for �� OiC 1 hlG (ljye ofT e) (Pd®ry Contractor) for the project located #) 3419 It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: stCCpv No. 004-00) BUSUMSS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGI IAL SIGNATU CS A—— REUrRED ' 'lip, lhor�as�le�c�xr� SIONAT[IRE FRINTWAN E DAM Business Name-. • Address: City/Stati:/Zip: .Phone: OMCE USE ONLY: PERMIT# ISSUE DATE 09/10/2008 07:37 7724621578 ST LUCIE CO PAGE 01 St: Lucie County Building A Zrinimg 230O Virginia Ave I+'ort Plereq F1.349t12 ' project located ^� �l�G�SUB-COCONMACrolasm mbffr address or Property Tax ID q) 3 G 6" for'tba It is understood that if there is any chaage of status ngarding the participation of any of the sub -contractors listed below, I will immediately advise';he Building and Zoning Department of St Lucie Comity. Trade;. Name of Company/Contr2ctor St. Lucie County/ Stnte of Florida License Number' Electrical Plumbing t lei l CFCC5hq58 $VAC/ Mechanical Roofing Gas i .. Y •. _ i` �•:i :h y->-�BUILDING & ZONING1'•• 1 .,� :it Lucie County Contractor CerliftcationNumber: StateofFtoridaCertificationN=ber(if2ppliable): GyGi-z 3a_3s agreed to be the iQ G .✓r�s�od a/� sub -contractor for I�2 T L.r/Cy (Type of Trade) (Prinozy Contractor) for the project located orProputy It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the ]Building and Zoning Department of St. Lucie County by personally ffiing a Change of Contractor notice. (Form SLCCDV No. 004-00) BUSINESS QUAIAT IFR (Name of the Individual shown on the Conaactor's License) t)RUGINAL SIGNATURES ARE REQUIRED aayl L . `6 • lU GNATUIM PRINT NAME DATE Address: i )�llt \I A 1L�1x City/stateft— �J3 1 Phan: to l - In �l ( W , ema� Q\ I i c� o(e M e cY\ . Ok'k'ICE USE ONLY: rr tsSM DATE Zooln ONI alIoam 6LZ0 699 UL M M60 800Z/8T/Co (Z 10 Z at)ed) INV 69:ZZ:6 800Z/8WS 6LZ0 699 ZLL :tu0Jd �WpD pod euA xeJAelati :0"1 a ST. LUCIE COUNTY PUBLIC WORKS ¢' ? BUILDING & ZONING DEPARTMENT . FOR\OP BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicabie): z`JO�1'�/nCjOd/ fyC�3 have agreed to be the sub -contractor for yC (Type of Trade) ' (Primary Contractor) for the project located at (Project Street Address or Property Tax It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St_ Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES AREREQUIRED SIGNATURE PRINT NAME DATE Business Name:£ FiRL r�j�� �2dyl S j�l Address: City/State/Zip: Phone: 3�/'7��-ZGoemail: 6,f/.4,-7 (0 eo OFFICE USE ONLY: Co.y1 OFFICE USE ONLY: DATE FILED: REVISION FEE: RECEIPT NO.: loier77-4� 0' ST. LUCIE COUNTY DEPARTMENT OtiIMUNITY DES G & ZONING . ILE p V GINIA AVENUE ORT PIERCE, FL 34982-56 462-155.3 . APPLICATION FOR BUILDING PER1I PROJECT INFORINIATION I. LOCATIO\!SITE ADDRESS: % irk i%?' n,� �./=L, 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS�l%�/�T� $/�"L� DY/ 0����f�w/���•/%5 a A-" m vL r• A S"!.=UCIE COUN EW FOR c G REVIEW t 3. CO\TRACTORINFORII?.TION: °ATE PLANS AND 7 E KEPT OIJ JOB OR ST. OF FL REGJCERT# CCJ o25`R6 7 ST. LUCI CO� S}� � �jM*WILLBE MADE BUSINESS NA -sIE: e, . Qualifiers Name: 11�i/�LrL J?LrXFo%�l� ADDRESS: �?/J r3ox65`-oolg CITY: d��o /�c�% STATE:/C. ZIP: 4. ARCHIVE -NE GINEER: NAME: L C C ADDRESS: / U CITY: §TAT PHONE (DAYTENIE): FAX#. Building Code Compliance Division 2300 Virginia Avenue Receipt Ft Pierce, Fl- 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 http:llwww.stl ucieco.orglpu blic_workslpermitting. htm Date: 08 December 2008 Job Address: 7300 COMMERCIAL CIR Received By: humphreya Paid With: CK Paid By: REXFORD INC Receipt#: 0000066776 'ermit Number. SLC- 0808-0064 Amount: $50.00 �redit Card Number: Check Number. 1425 Sign: q , nI At S -• ..A P� •x. ecstone-Cnnsultants �O`O Co�sniting Eng7nee�s Az..* Cornerstone Cnnsultants, Inc' I80 E: snuth Mein St. I P.O. Box B85I Waxhaw, NC28173 $ivil/St�uctu�a� Engineering' Office: 704-843-04701 Fax: 704-843-8475 1 hlueskiescaMfitmail.com November 24, 2008 St. Lucie'County Building Department. 2300Virginia Ave: Ft. Pierce, Florida 34982 'Subject: Pressure Pro'Expansion- 7300 Commercial Circle , Permit# 0809.04.60 006 Ft. Pierce, Florida Engineer's PN 07-107. TO WHOM rr MAY CONCERN This letter shall serve as our approval of the removal of the removal of the "non- - - strtiotural" section of masonry wall as shown on the attached sketch: Should you require addifi' 1 iriforrrf ion please call.. V osby'P.E. �� cc: Mr. Dale -Reed Rexford Builders" .. - _. . - _, _. � �- s - '; - ,. _ - - �` �_ - -., . ,_ � _. -� .. �: - 2 I 0 31MR101" to (c#J 11 <7,q Si6e. Consultants Cot\sulttng. Engwees ' �C, Cornerstone`Consultants,lnc Civil/$tructurel Engineering 180 E. South Main St. I P.O. Box 0051 Waxhaw. NC 28173 Office:704-843-84701 Fax: 704-843-94751BIueskiescoRhotmoil.com all RECE; = MAR March 10, 2009 St. Lucie Building Department - .. .. - ubiic CoWorks.. St. Lucie unty, FL 2300 Virginia. Ave: :.' . . Ft. ; Pierce; Florida.34982 Subject: -Pressure Pro Expansion. Ft. Pierce, Florida ' Engineer's-PN 07-106: , - To. Whom It May Concern: This letter shall serve;as certification that the`subject steel building has been constructed in accordance with the manufactures recommendations.'Should you require further, , information please call. d - Mgsb P.E.. MAR-2-2009 oe:47A FROM:SLCFD M 03/02/2009 08:20 7724626443 VO09 _M do compliance Division 10 Virginia Avenue Pismo, FL 34982 Dins; (772) 462-2172 Fax: (772) 4e2.8u3 laauadt 11142005 Job Lae: 7300 COMMERCIALCIR Judo: St Lucia Counly Parcel: 13W001-0037-00010 loop Aran[ 7726213604 *626443 P.1/1 SLC INSPECTIONS PAGE 01/01 gas City: FORT PIERCE Let: t Block: subdly: Kings Highway industrial Park Unit i Raw: X slay: Muter Nbn Obl Fee: No Flood Nap: 175F Protoet: Job Description: INSTALLATION OF A NEW METAL BLDG, CANOPY, LOADING DECK, PARKING &DRIVEWAY, (FOUNDATION PERMIT 0305.018D) Conlraclu n REXFORO MIKBL L RP_XFORD INC (772) 5694MT D53 OLD DIXIE HWY VEROEEACN, pL 32080 _ Set bad*: Len 15,00 Right. —� Front: ^ Raar 4?m Inapectlon Wee: CONCRETE FOUNDATION PERMIT 060154106 MONITORED FIRE SPRINKLER SYSTEM REQUIRED FOR ALL BUILDINGS, PER SLC SITE PUN REOIUIR! INSPECTIONS -For Raquaata, Call: (772) 462-1251 ParmllA 8a4 Gaa9dation $ aataach Si, IB11t OataJOaa 0808d084 488 Fire epdnlder Rough 3 SE2009 D Pending � ,�� / BY DEPARTMENT (.0% ` a0 D00a-00048.0004 148 WlnOawlDow AtllflJlnlent 0 321009 0 Psooln9 O8g8-0064 000 ProdueLCcNOcaft 3 0303-0064 235 EIaWI0RW8h 3 nun Resulted: Wed Fab 11 14d 3:08 EST 2009 011OBA064 141 Ineutellon 3 FOR OFFICE AREA Scheduled: 7u■ Dad 3015:36.10 EST2008 with velua: null Recalled: Wed Dec3113;IiA3EST200a 0803-0034 128 Bond Beam I REVISION RECVD RedncpaWion 4 0604-DO64 116 Column I REVISION RECVD 0508.0064 132 Flow SlnppinglJoIlls 2 flue SPhadulad: Mon Dao 29 00:10:41 EST2008 w8h yaiue: nuI1 Racullcd: Mon Doe 20 12:39:16 EST 2000 302000 0 PandteD FJI V2009 90 APprored 1N31n008 80 ApPoWed 12002008 90 Append 12AII4008 90 Appround 122020DB 90 APpmad 19 211112009 27 12/314608 27 120120t19 27 12GOROOe 27 12202W0 0 OFFICE USE ONLY: r. i DATE FILED: i A)GA,�� PERMIT NUMBER: - t>vG REVISION FEE: RECEIPT NO.: Le kV ST. LUCIE COUNTY Lkr �• YC lL ` 'M1 u •z`.f ` ;f .r LOCATION!SITE FOR BUILDING PERIMIT REVISIONS PROJECT INFOR3IATION DETAILED DESCRIPTIONS OF PROJECT REVISIONS: AQ� ,9,!/� /20 ✓ 3. CONTRACTOR INFORMATION': ST. .OF FL REGJCERT#� GCn 2 �`S,,+G.2 ST. LUCIE COUNTY CERT.= BUSINESS NAME: ��1 J�tzl'L%,r4lC Qualiriers.Name: 6G f�•y� w hR.] ADDRESS: CITY: P-AU2.e f%�y STATE:f1 ZIP22 5,,E- PHONE(DAYTI}IE): FAX9i71-;%-g9-,�275 ARCHIT/ENGINEER: NXNIE: Adz4t ADDRESS: aox 88S' CITY: &-'WA,yA,> PHONE (DAYTI}IE): 7afL. PV-7.8y;? O STATE—, / C. ZIP: / 2. j FAX#7� ��y3-B�J)r r. !J7 I o �dYP3C f3YF.dEL1� i}�{SCO :� 4�fVff3iY E f e SSAflyd� 1 a' F4 ' ,�� e I � IAO✓. f 1 4 I • C' EXISTING;. ;METAL I BUI.LDIN`.G , F4 F3 F2 72•_4„ I 2,_ 1F/2 F2 I— F2 ' -- I _ j'�JI t76.�'� -'►fix Fl F4 5ON'Q `� .DD ,..71 N I O 22'=0" t - MWOC 717t, EU9ult, Cornerstone Consultants, Inc 180 E. South Nain St.1 P.O. Box ON I WaxQ, NC 20173 Civil/Struetural Engineering Of(ice: 704-843-84701 Fax: 704-843-04751 hlueskie'scAhotmail.com December 22, 2008 VIA HAND DELIVERY St. Lucie County Building Department . 2300 Virginia Avenue Fort Pierce; Florida 34982 Re: Pressure Pro Expansion 7300,Commercial Circle Permit No'. 0808-0064, >' - Ft, Pierce, Florida .Engineer's PN 07407; TO WHOM lT MAY CONCERN: This letter shall serve as our approval for adding a sanitary lift station and a 120V"receptacle; _as shown on.the attached sketch. Verytruly,yours,. " Y IUM; CO T ;coNS TANTS, INC. c Cons a 'r Ranah.L".'MosbyTP_E:. RLM:ecr' cc: Mr.'Dale Reed Rexford; hic. IeJOB 11:15 7724626448 SLC CODE CUMH f'AUt- UI/UX Cade COMPilanoe Division 2300 Vlrginla Avenue FL Pierce, FL 34982 Phone: (772) 462455I �22) 462.2522 r Review Comments P OP RTY OR ON Addrass: 7300 COMMERCIAL CIR City / State I Zlp1 FORT PIERCE FL 'S4945 Parcel #: 133&601.0D37-00019 Jurisdiction: St, Lucie County Zoning: IL Lot# : 1 Block: APPLICATION INFORMATION Permit Number. 080"064 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMATION Contractor Nama: REXFORD MIKEL L Business Name: RD(FORD [NO Business Addr. 953 OLD DIXIE HWY City / State I Z11 VERO BEACH, FL 3290 Page 1 Ownar(s): 771 Application Type: Master Permit wlsubs Other Activity: Stories: 1 Automatic Sprinkler System? REVIEWS AND COMMENTS Review Tvoe Status \ e Documents Missing r nplots 1 O9I11120D8 Comment NREL) TO BRING IN CORDED NCC WITH PICKUP: • FILLEDiLAND$ AFFIDAVIT Fire Departm ReYew•"�Pending Fox Number 772-569-0279 Date Started Date Complete Date Released Notified for Pickup Pending • / f /` Plans Examiner Review Incomplete / Ed DiGennaro 09F10/2008 09/152008 4 Comment PROVIDE THREE SEALED COPIES (ORIGINAL SIGNATURE) OF ST LUCIE COUNTY PRODUCT COMPLYING AFFIDAVIT WITH NOTE, PROTECTION OF ODING PENINGS, ON SHEET? OF VULCAN STS, INCLUDING ATTACHMENT EEL AND DRAWINGS — CAN NOT IDENTIFY OR READ DOORS ON PRODUCT REVIEW AFFIDAVIT u— �. 091162008 8 Comment POSTS, NCDUDINwA ADDITIONAL AL FRAMING ETAIL9 OR ALLOB RINHEADERS, WA LS 'INTERSECTIONS, 09/1b2008 11 Comment PROVIDE ATTACHMENT OF COLUMNS TO BLOCKAS STATED ON BETLAR, INC. DRAWINGS 3 & 4 "' �091152009 13 Comment THE PUBLOVIDE C IF ONLY ONE RESTRMENS ROOM OR A OM 9 TOABE PROVIDED TING THIS IS A PRIVATE FACILITY NOT OPEN TO 10/13/2808 11:15 W 7724626448 SLC CODE COMP PAGE 02/02 Code Compliance DWISIon Review Comments 230D Virginia Avenue Ft. Pierce, FL 34982 Page 2 Phone: (772) 482-ISW Rw- (772) 462.2522 1. Lritp://stluCiew.gwlCe 1 o/13@003 15 Comment PROVIDE ClgOR & WINDOW SCHEDULE, REMOVED FROM ORIGINAL Al DRAWING 10/13/2008 16 /, Comment SHOW LOCATION OF REMOVABLE RAIL ON FLOOR PLAN 10/1312008 17 /,Comment GUARDS & STAIR RAIL FOR STORAGE PLATFORM MUST COMPLY WITH FBC SECTION 1012, Zoning Review InComplets Lydia Gal6iaith 08111/2DOS . 08/1112D08 1 Comment THEEXIIN PAGE ON PAGE Al IS NOT MATCHING WITH THE SHAPE OF THE EXISTING BUILDING ALL PAGES NEED TO MATCH WITH EACH OTHER. 08111/2008 2 Comment THE PRODUCT REVIEW AFFIDAVITS ARE ONLY SIGNED AND NOT SEALED. YOU NEED TO PROVIDE 3 SIGNED AND SEALED PRODUCT REVIEW AFFIDAVITS 08111/2008 $ Comment 8/11108 FAX TO CONTRACTOR FORWARDED TO PLAN REVIEW WHILE WAITING FOR THE CORRECTIONS 0911112008 4 Comment ��, EASEMENT. DING ON THE THIS S NOTORTH AND WEST SIDE ARE AL OWED, THEY ALSO ARE NOT SHOWING ON THEGE AND APPROVED SITE PLAN. YOU NEED TO REMOVE STEPS AND LANDING OR CONTACT GROWTH MANAGEMENT TO CHECK IF THEY WANT To SEE AN ADJUSTMENT FOR IT. . 8117/03 TALKED TO CONTRACTOR TODAY. THE STEPS IN THE 30' EASEMENT HAVE ENOUGH SPACE TO TURN IN A DIFFERENT WAY. THE OTHER STEPS WILL BE REMOVED. Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://Stlucieco.govlce Review Comments PROPERTY INFORMATION Address: 7300 COMMERCIAL CIR City / State / Zip: FORT PIERCE FL 34945 Parcel # : 1335-801-0037-00019 Jurisdiction: St. Lucie County Zoning: IL Lot#: 1 Block: APPLICATION INFORMATION Permit Number: 0808-0064 Activity Type: New Permit Type: - Building Commercial CONTRACTOR INFORMATION Contractor Name: REXFORD MIKEL L Business Name: REXFORD INC Business Addr: 953 OLD DIXIE HWY City / State / Zil VERO BEACH, FL 3296 Page 1 Owner(s): PRESSURE PRO INC Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Review Tvce Status Reviewed By Documents Missing Incomplete 08/11/2008 1 Comment NEED TO BRING IN WITH PICKUP: -RECORDED NOC - FILLED LANDS AFFIDAVIT Fire Department Review Pending Notified for Pickup Pending Fax Number 772-569-0279 1@ , Date Started Date Complete Date Released Plans Examiner Review Incomplete Ed DeGennaro 09/1012008 09/15/2008 4 Comment PROVIDE THREE SEALED COPIES (ORIGINAL SIGNATURE) OF ST LUCIE COUNTY PRODUCT REVIEW AFFIDAVIT FOR ALL CLADDING COMPONENTS, INCLUDING ATTACHMENT DETAILS AND COMPLYING WITH NOTE, PROTECTION OF OPENINGS, ON SHEET 2 OF VULCAN STEEL DRAWINGS " CAN NOT IDENTIFY OR READ DOORS ON PRODUCT REVIEW AFFIDAVIT 09/15/2008 6 Comment PROVIDE ADDITIONAL METAL FRAMING DETAILS, CORNERS, HEADERS, INTERSECTIONS, POSTS, INCLUDING ATTACHMENT DETAILS FOR ALL BEARING WALLS 09/15/2008 11 Comment PROVIDE BUILDING "3" ATTACHMENT DETAILS @ NORTH END AND --ATTACHMENT OF COLUMNS TO BLOCK AS STATED ON BETLAR, INC. DRAWINGS 3 & 4 — 09/15/2008 13 Comment PROVIDE WOMENS ROOM OR A LETTER STATING THIS IS A PRIVATE FACILITY NOT OPEN TO THE PUBLIC IF ONLY ONE RESTROOM IS TO BE PROVIDED Code Compliance Division Review Comments 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 2 http://sUucieco.gov/ce 10/13/2008 15 Comment PROVIDE DOOR & WINDOW SCHEDULE, REMOVED FROM ORIGINALAt DRAWING 10/13/2008 16 Comment SHOW LOCATION OF REMOVABLE RAIL ON FLOOR PLAN 10/13/2008 17 Comment GUARDS & STAIR RAIL FOR STORAGE PLATFORM MUST COMPLY WITH FBC SECTION 1012, Zoning Review Incomplete Lydia Galbraith O811112008 08/11/2008 1 Comment THE EXISTING BUILDING ON PAGE Al IS NOT MATCHING WITH THE SHAPE OF THE EXISTING BUILDING ON PAGE C1. ALL PAGES NEED TO MATCH WITH EACH OTHER. 08/11/2008 2 Comment THE PRODUCT REVIEW AFFIDAVITS ARE ONLY SIGNED AND NOT SEALED. YOU NEED TO PROVIDE 3 SIGNED AND SEALED PRODUCT REVIEW AFFIDAVITS 08/11/2008 3 Comment 8111/08 FAX TO CONTRACTOR FORWARDED TO PLAN REVIEW WHILE WAITING FOR THE CORRECTIONS 09/11/2008 4 Comment STEPS AND LANDING ON THE NORTH AND WEST SIDE ARE GOING INTO THE DRAINAGE AND UTILITY EASEMENT. THIS IS NOT ALLOWED. THEY ALSO ARE NOT SHOWING ON THE APPROVED SITE PLAN. YOU NEED TO REMOVE STEPS AND LANDING OR CONTACT GROWTH MANAGEMENT TO CHECK IF THEY WANT TO SEE AN ADJUSTMENT FOR IT. 9/17108 TALKED TO CONTRACTOR TODAY. THE STEPS IN THE 30' EASEMENT HAVE ENOUGH SPACE TO TURN IN A DIFFERENT WAY. THE OTHER STEPS WILL BE REMOVED. TRANSMISSION VERIFICATION REPORT TIME : 10/13/2008 11:16 NAME : SLC CODE COMP FAX : 7724626448 TEL : 7724622963 SER.# : SROE5J278861 DATE,TIME 10/13 11:15 FAX NO./NAME 917725690279 DURATION 00:00:34 PAGE(S) 02 RESULT OK MODE STANDARD ECM Cede Compliance Division Review Comments 2390 Virginia Avenue FL Pierce, FL 34932 Phone: (772) 462.1553 I = (772) 462.2522 http91stlucleco.govloe PROP RTYmFORMATION Address: 7300 COMMERCIAL CIR City l State 1 ZIp: FORT PIERCE FL 34945 Parcel 0' 133&801.0037-00019 Jurisdiction: St Lucie County Zoning: IL . LotR: 1 Block: APPLlCAT10N INFORMATION Permit Number. 080"064 Activity Type: New Pennft Type: Building Commercial CIDAIMICLOR INFORMA ON Contractor Namee: REXFORD MIKEL L Business Name: REXFORD INC Business Addr: 953 .OLD DIXIE HWY Page 1 Ovmags): PRESSURE PRO INC Application Type: Master Permit wlsubs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-569-0279 City / State / Zil VERO BEACH, FL 3290 REV/EWSAND COMM_ ENTS Review Tvoe status Reviewed By Documents Missing incomplete Date Started Data Camolet0 Data Releesed 00/1112008 1 Comment NEED TO BRING NOIN C WITH PICKUP: • - FILLED LANDS AFFIDAVIT D Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://stlucieco.gov/ce Review Comments Address: 7300 COMMERCIAL CIR City I State / Zip: FORT PIERCE FL 34945 Parcel # : 1335-801-0037-00019 Jurisdiction: St. Lucie County Zoning: IL Lot # : 1 Block: APPLICATION INFORMATION Permit Number: 0808-0064 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMATION Contractor Name: REXFORD MIKEL L Business Name: REXFORD INC Business Addr: 953 OLD DIXIE HWY City / State / Zil VERO BEACH, FL 3296- REVIEWS AND COMMENTS Page 1 Owner(s): Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System7F] Fax Number 772-569-0279 Review Tvoe Status Reviewed By Documents Missing Incomplete 08111/2008 1 Comment NEED TO BRING IN WITH PICKUP: -RECORDED NOC - FILLED LANDS AFFIDAVIT Fire Department Review Pending Notified for Pickup Pending Date Started Date Complete Date Released Plans Examiner Review Incomplete Ed-DeGennaro 0911012008 0911512008 Comment DRAWINGS Al THRU A4, MUST HAVE JOB NAME AND ADDRESS IN TITLE BLOCK 09115/2008 Comment EXTERIOR STAIRS AND LANDINGS CAN NOT GO INTO DRAINAGE EASEMENTS 09/15/2008 3 Comment BUILDING #3 FRAMING PLAN BY VULCAN STEEL DOES NOT AGREE WITH SHEET C1 g Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://stl ucieco. gov/ce Review Comments Page 2 09/15/2008 4 Comment PROVIDE THREE SEALED COPIES (ORIGINAL SIGNATURE)OF ST LUCIE COUNTY PRODUCT REVIEW AFFIDAVITFOR ALL CLADDING COMPONENTS, INCLUDING ATTACHMENT DETAILS AND COMPLYING WITH NOTE, PROTECTION OF OPENINGS, ON SHEET 2 OF VULCAN STEEL / DRAWINGS 09115/2008� Comment EXTERIOR STAIRS, LANDINGS AND RAILINGS CAN NOT BE REVIEWED AT THIS TIME, AS THEY MAY NOT BE ALLOWED 09/15/2008 6 Comment PROVIDE ADDITIONAL METAL FRAMING DETAILS, CORNERS, HEADERS, INTERSECTIONS, POSTS, INCLUDING ATTACHMENT DETAILS 09/15/2008 7 Comment STATE ON PLANS R VALUE FOR WALL AND CEILING INSULATION 09/15/2008 8 Comment SHOW LOCATION DETAIL FOR DUCTS AND AIR HANDLER 09/15/2008 9 Comment WHAT IS THE PURPOSE OF THE 3/4" PLYWOOD DECK OVER THE OFFICE AREA 09/15/2008 10 Comment PROVIDE OCCUPANT LOAD PER FBC TABLE 1004.1.2 09/15/2008 11 Comment PROVIDE BUILDING "3" ATTACHMENT DETAILS @ NORTH END 09/15/2008 VJ" Comment FOUNDATION PLAN SHOWS CMU WALLS NOT METAL BUILDING WALLS AND FRAMING 09/15/2008 13 Comment PROVIDE WOMENS ROOM OR A LETTER STATING THIS IS A PRIVATE FACILITY NOT OPEN TO THE PUBLIC IF ONLY ONE RESTROOM IS TO BE PROVIDED 09/15/2008 14 Comment COMMENTS MAILED TO CONTRACTOR AND OWNER Zoning Review Incomplete Lydia Galbraith 08/11/2008 08/11/2008 1 Comment THE EXISTING BUILDING ON PAGE At IS NOT MATCHING WITH THE SHAPE OF THE EXISTING BUILDING ON PAGE C1. ALL PAGES NEED TO MATCH WITH EACH OTHER. 08/11/2008 2 Comment THE PRODUCT REVIEW AFFIDAVITS ARE ONLY SIGNED AND NOT SEALED. YOU NEED TO PROVIDE 3 SIGNED AND SEALED PRODUCT REVIEW AFFIDAVITS 08/11/2008 3 Comment 8111108 FAX TO CONTRACTOR , FORWARDED TO PLAN REVIEW WHILE WAITING FOR THE CORRECTIONS 09/11/2008 4 Comment STEPS AND LANDING ON THE NORTH AND WEST SIDE ARE GOING INTO THE DRAINAGE AND UTILITY EASEMENT. THIS IS NOT ALLOWED. THEY ALSO ARE NOT SHOWING ON THE APPROVED SITE PLAN. YOU NEED TO REMOVE STEPS AND LANDING OR CONTACT GROWTH MANAGEMENT TO CHECK IF THEY WANT TO SEE AN ADJUSTMENT FOR IT. TRANSMISSION VERIFICATION REPORT TIME 09/15/2008 13:06 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# SROE5J278861 DATEJIME 09/15 13:05 FAX NO./NAME 917725690279 DURATION 00:00:35 PAGE(S) 02 RESULT OK MODE STANDARD ECM Coda Compliance Division 2300 Virginia Avenue FL Fierce, FL 34982 Phone: (772) 462.1553 Fax: (772) 462-2522 http:ftrtlueloco.gov/ca Review Comments PROPERTY INFORMATION Address: 7300 COMMERCIAL CIR CIty/81ato1Zlp: FORTNERCE FL 34945 Parcel # : 133"01-0037-00019 Jurisdietlon: SL Lucie County Zoning' IL Lot # : 1 Black: APPLICATION INFORMATION permit Number: 0808-0064 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMA770N contractor Name! REXFORD MIKEL L Business Name: REXFORD INC Business Addr: 953 OLD DIXIE HWY City I State I ZII VERO BEACH, FL 3296- REVIEWS_AND COMMENTS Page 1 Owner(&): PRESSURE PRO INC � Application Type: Master Permit w/Subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-560-0279 Review Tvoe Status Reviewed By Documents Missing Incomplete Date started Dete Complete Data Released 0811112008 1 Comment NEED TO BRING IN WITH PICKUP: -RECORDED NOC - FILLED LANDS AFFIDAVIT �o�,�eco anal C E�9ulf�nts ��c ' Cornerstone Consultants, Ina ISO E. South Main St. I P.O. Box 8851 Wexhew, NC 2BI73 Civil/Struoturel Engineering Office:704-843-0470I Fax: 704.843-84751 hlueskiescol@hotmeil.com October 3, 2008 VIA BAND DELI MY St. Lucie County Building Department 230.0. Virginia Avenue Fort Pierce, Florida 34982 Re: Permit No: SLC- 0805-0160 7300 Commercial Circle/Pressure Pro TO WHOM IT MAY CONCERN: Revision: Footer S1. Buildings 2 and 3 from F1 to F6 Also, delete F4, as shown on S1 at Buildings 2 and 3. Very truly yours, G(I\TSULT" NTS INC.. rs. . /1 P.E. Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax:(772) 462-1148 htto:l/stlu cieco.00vlce Inspections 1!510805-0160 - lob Address 7300 COMMERCIAL CIR 'ermit Type Commercial Foundation application Type Building Permit w/o subs Other FOUNDATION ONLY Issued Activity Type I Other Stories 1� Inspection Area Inspection Notes Date Scheduled Prioritt Status jj Max Expiration Date 11/09/2009 Inspector (Code) Inspector Date Inspected 105 Form Board Survey 4 Audrey Humphrey 09/16/2008 420 Plumbing Rough 1 Pending 118 Column 2 110 Footer/Foundation 2 116 2nd Floor Slab 3 900 Plan Revision 3 105 Form Board Survey 4 121 Termite Spray 5 115 Slab 5 999 Final Inspection 6 Eileen Norton 07/24/2008 110 Footer/Foundation. 1 Partial Approval Scott Alley 07124/2008 Joe Cicio 07/09/2008 900 Plan Revision 1 Approved Joe Cicio 07/09/2008 Scott Arley 07/28/2008 121 Termite Spray 1 Approved Scott Ailey 07/28/2008 Eileen Norton 07/23/2008 104 Compaction Test 1 Approved Eileen Norton 07/23/2008 Scott Alley 08/15/2008 110 Footer/Foundation 2 Partial Approval Scott Attey 08/15/2008 Joe Cicio 09/02/2008 900 Plan Revision 2 Accepted As Noted Joe Cicio 09/02/2008 Scott Alley 08/05/2008 119 Stem wall 2 Partial Approval Scott Attey 08/05/2008 Scott Attey 08/05/2008 118 Column 2 Partial Approval Scott Attey 08/05/2008 IVR Access 08/15/2008 119 Stem wall 2 Cancelled by Customer Scott Attey 08/15/2008 IVR Access 09/03/2008 119 Stem wall 2 Approved Scott Attey 09/03/2008 Scott Attey 08/29/2008 110 Footer/Foundation 2 Partial Approval Scott Attey 08129/2008' at� T •JF. 1-uric Uo"`.. *=;1,,� I Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462.1553 Fax: (772) 462.2522__...__ - Address 7300 COMN Fees/Payments I Ta '7iv aJ AC", Owner(s) PRESSURE PRO INC P xTl1lW G:L VJc ijl la[ t VLLVVIYIJ1411 I IJpJpVr I D�OGx' • ' S_� I APPLIC4TION INFORMATION permit Type Commercial Foundation _ O8Q5 b16D %pplicatton Type Building Permd wlo subs Other FOUNDATION ONLY Issued __ Activity Type Other ,S`todias itomatic'Sprinkler System? , s 77dd - PaY'Fee Code , , Type : +j+ Account;,$+ r. Quantity - Arropnt Date Posted Paid? Now? fimF 755 06-Plan Review - Commercial/Reside 491 2415 322000 200 $375.00 05/16/2008 P adR735 0¢Plat Review=Commercial/Resid€49'12416322000200I �. $376.00 05/16/2008 Yes- PubIi822 '06 PpFi)ic Bldg fmP ct--Correctional 6150000229027000' 5844»8o" 051%/2008 Yes Pubfi328; 06Publie Bld-ing Impact -,General 6150000229028000- $422.40 05/16/2008 Yes 06-Road Impact Fee -District1 6150000229o01000, g6,600,00 `0511612b08 Y.es � Impa'c804 - 66-Impact Fee.- Law'Enforoement 615 0000229034 00,6 - $.712-8Q. 05/16/2008 Yeb. . Impac802 06-Impact Fee-Fire%ENIS 616 Q00622902;4-b00_'° $884,40 05116/2006 Yes ( j-emt 0§-101003000052910000lo 'S150,00 D5/1612008 `Yes b6-BIMS 4912416322050-20o $5,00 ' 0611612008 Yes ��f685 05-Permit peer.Residential & Comm 491 241`532200030D'. $1,625,00 0511612008' ° Yes4.91 241022050200 $5.00 05116/2008 Yes eget797 b6-Vegetation Removal 1023920329510.3g0:� $50.00 05f16/2008 ,Yes: . ReAT53 06-Revisions to Permit Plans (perea, 491 2416,322000 200$15000 07106J2008 Yes CPedi694 „ 66-Cretlit Oard Surcharge 3% 491.2415.549305 200'- $a.60.. 07109/2008 Yes ' Revi`5163 b6-Revisions to Permit Plans (per ee 49f 2415 322000 200 $50.00: 09/03/2008 Yes Date Entemd 05)73f2006 -Date Paid 05/i6f2008 k Entered By, galfsraith Historical?, No " ) 'PReceipt# Amount ;Date Posted: b6062875 $1=1,674,40 'U5/t6/2008 Paid By REXFORDINC .:. C 6 0Q64121 S°t54.50 07/09/2008 0000085215 - $50.00 09f03/2008 Payment Type. CK •,« Check (CK) O'asis (CA), ecr Cnecktk az7z ,•. ,Mastercard(MC);Ursa(VS),Fee ���� Waived (F1N), Reiu[id (FiW, ". Credtt.Card Nifrnbet= Reversal fR1(S - - �,.�' - ;red it Gard Authorization 9~1- • ° Issued To. REXFORD INC r �r z ReceivedBy gersteml Date Paid 05/1872008 -. .. - $11,878.90 To refresh the balance, please click the 'Refresh Data' button: at the top of'the form Code Compliance Division k 2300 Virginia Avenue Inspections Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 htto:ilstlucleco.00vlce APPOCATION 1;4FORMATION Job Address 17300 COMMERCIAL CIR lermit Type Commercial Foundation application Type I Building Permit w/o subs Other FOUNDATION ONLY y Issued Activity Type Other Stories Inspection Area Name PRESSURE PRO INC Business Name -Date7 --F. ":Scheduled- Priorit% Status Phone (772)461-0486 add lnq-np",AW Max Expiration Date 11/09/2009 lnspector (C'ddid­) 25 Inspector bate Inknected 07/0912008 900 Plan Revision I Approved Joe Cicio 07/09/2008 118 Column 2 110 Footeril'ounclation 2 900 Plan Revision 3 105 Form Board Survey 4 121 Termite Spray 5 420 Plumbing Rough 5 115 Slab 5 999' Final Inspection 6 Eileen Norton 07123/2008 104 Compaction Test I Approved Eileen Norton 07123/2008 J6'8 Cicio 07/09/2008 900 Plan Revision I Approved Joe Cicio 07/09/2008 Scott Attey 07/28/2008 121 Termite Spray I Approved Scott Attey 07/2812008 Eileen Norton 07/24/2008 110 Footer/Foundation 1 Partial Approval Scott Attey 07/24/2008 Scott Attey 08/05/2008 119 Stem wall 2 Partial Approval Scott Attey 08/0,51 1 20 08 Scott Attey 08/05/2008 118 Column 2 Partial Approval Scott Attey 08/05/ . 2008 Scott Attey 08/1512008 110 Footer/Foundation 2 Partial Approval Scott Attey 08/15/2009 Jjo Cicio 09/0212008 900 Plan Revision 2 Accepted As Noted Joe Cicio 09/02/2008 IVR Access 08/15/2008 119 Stem wall 2 Cancelled by Customer Scott Alley 08/1512008 OR Access 09/03/2008 119 Stem wall 2 Approved Scott Aftey 09/03/2008 Scott Attey 08/29/2008 110 Footer/Foundation 2 Partial Approval Scott Attey 08129/2008 Yl �F. lVG Code Compliance Division 2300 Virginia Avenue Inspections Ft. Pierce, FL 34982 ?I Phone: (772) 462-1553 Fax: (772) 462-1148 htto:11stlucieco.aov/ce Inspector Comments 'LAN REVISION TO MODIFY FOOTING PADS FROM ORIGINAL PLAN SPECIFICATIONS 4: Cade Compliance Division Review Comments 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 1 http://stiucieco.gov/ce PROPERTY INFORMATION Address: 7300 COMMERCIAL CIR City/State/Zip: FORTPIERCE FL 34945 Parcel # : 1335-801-0037-00019 Jurisdiction: St. Lucie County Zoning: 'IL Lot#: 1 Block: Permit Number: 0808-0064 Activity Type: New Permit Type:, Building Commercial CONTRACTOR INFORMATION Contractor Name: REXFORD MIKEL L Business Name: , REXFORD INC Business Addr: 953 OLD DIXIE HWY City / State / ZIl REVIEWS AND COMMENTS VERO BEACH, FL 3296 Owner(s): PRESSURE PRO INC Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-569-0279 ReviewTv Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending 08/11/2008 1 Comment NEED TO BRING IN WITH PICKUP: -RECORDED NOC 5 - FILLED LANDS AFFIDAVIT - - Fire Department Review Pending d Notified for Pickup Pending P'U At ctft Plans Examiner Review Pending Zoning Review Incomplete / L faZIS 08/11/2008 08/11/2008 1 Comment THE EXISTING BUILDING ON PAGE AOT MATCHING WITH THE SHAPE OF THE FROSTING BUILDING ON PAGE C1. ALL PAGES NEED TO MATCH WITH EACH OTHER. Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1653 Fax: (772) 462-2522 Page 2 http://stl ucieco.gov/ce .u.KTTR7di9:IdI:0:11111111"/V=01Ayffl91;11 1Wb9(Hdlg4_1@lIf, YOU NEED TO PROVIDE 3 SIGNED AND SEALED PRODUCT REVIEW AFFIDAVITS 08/11/2008 3 Comment 8/11/08 FAX TO CONTRACTOR FORWARDED TO PLAN REVIEW WHILE WAITING FOR THE CORRECTIONS 569'�2`1°I ST LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462-1553 DATE: NO. OF PAGES INd. COVER:3 ATTN SENDER: �����, PHONE #: 462-I'S5s c 1AA, Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 1 http://stiucieco.gov/ce PROPERTY INFORMATION Address: 7300 COMMERCIAL CIR CityI State I Zip'. FORT PIERCE FL 34945 Parcel # : 1335-801-0037-000/9 Jurisdiction: St. Lucie County Zoning: IL Lot#: 1 Block: APPLICATION INFORMATION Permit Number: 0808-0064 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMATION Contractor Name: REXFORD MIKEL L Business Name: REXFORD INC Business Addr: 953 OLD DIXIE HWY City I State I Zil REVIEWS AND COMMENTS VERO BEACH, FL 3296 Owner(s): PRESSURE PRO INC Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-569-0279 Review Tvpe Status Reviewed By Documents Missing Pending 08/11/2008 1 Comment NEED TO BRING IN WITH PICKUP: -RECORDED NOC - FILLED LANDS AFFIDAVIT Fire Department Review Pending Notified for Pickup Pending Plans Examiner Review Pending Date Started Date Complete Date Released Zoning Review Incomplete 08/1112008 08/11/2008 1 Comment THE EXISTING BUILDING ON PAGE Al IS NOT MATCHING WITH THE SHAPE OF THE EXISTING BUILDING ON PAGE C1. ALL PAGES NEED TO MATCH WITH EACH OTHER. Code Compliance Division Review Comments 2300 Virginia Avenue _ Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 2 http://stiucieco.gov/ce • u[iTTTiTdiTi . • : I�/:7�91�4�/G1yyUL'\�IIF`T1:TX�7�IA69I • 9y\�9ii7 WE NEED TO PROVIDE 3 SIGNED AND SEALED PRODUCT REVIEW AFFIDAVITS L TRANSMISSION VERIFICATION REPORT TIME 08/11/2008 13:50 NAME FAX TEL SER.0 BROH5J320634 DATEJIME 08/11 13:49 FAX NO./NAME 917725690279 DURATION 00:00:47 PAGE(S) 03 RESULT OK MODE STANDARD ECM ST LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462.1553 DATE:_ Biu NO. OF PAGES INCL. COVER:3 AT7N a v s ► %Xali SENDER:�� �� PHONE #:__ 62-1sFss _, - , _ �,. .: -4 -: ;; �� .. _ « - �. - - ,. ,. . _ � , , . �� � .. - ,. _:; ,. .. `. :�, - _ - • :. WProduct Review Affidavit • St Lucie County, Public Works Department '20 l0 Code Compliance Division The following products will be installed in the structure located atAIV coyro 6-e,1,4,4 c111c;4 6- Building Permit # Owners Name d+r 2 Owner's Address Contractor Contractor's Address 2,j3;� 6 y �rn� a•K F� Product *Product Rated e esign Pressures Manufacturer Model Number Method of Attachment Windows a Fill in the rated wind design pressures listed by the manufacturerfor each product listed 1st Choice 2nd Choice a wvmw Fixed Glass 1st Choice ' 2n( Choice aaou=en Glass (other) Butt Glass Glass Block Sliding Glass Doors 1st Choice -2nd Choice on�ae, Swing Type Doors 1st Choice c ren 2nd Choice Overhead Garage I)oors 1st Choicer Jue 3�®� N us rs • J 2nd Choice a.vnosuu Roofing Material . AsphaltTiberglass Metal Other Shutters Choioo ., .1 have reviewed the above components and cladding, and have approved thebi;use, in the structure to i 'provide adequate resistance to the wind loads and forces specified by cure #c,e gra no. Name: / c; Signature Design F P P �s! Cert. No. .?Z3Z Date: !D D e M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION Y ' NOTICE OF ACCEPTANCE (NO Baron Metal Industries Inc. 101 Ashbridge Circle Woodbridge, Ontario, Canada 1,41,3115 SCOPE: This NOA is being issued under the applical The documentation submitted has been revi€ by the Board of Rules and Appeals (BORA) the Authority Having Jurisdiction (AHJ). MlAMl-DARE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 W ST FLAGLER STREET, SUITE 1603 MIAK FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 qJ;&Iations governing the use of construction materials. &i-Dade County Product Control Division and accepted in Miami Dade County and other areas where allowed by This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FS16B20" Flush Outswing Commercial Steel Doors -Impact APPROVAL DOCUMENT: Drawing No `BM-001", titled "Series FS 16820 Flush Steel Out -Swing Entrance Door", sheets 1 through 7 of 7 prepared by manufacture, dated 02/10/04 and last revised on 08/11/04, signed and sealed by Kelvyn Whitfield, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA-shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The.submitted documentation was reviewed by Ishaq 1. Chanda, P.E. cJ�S CG�� 9�J �/,•EPTF. NOA No 04-0330.01 Expiration Date: September 07, 2009 Approval Date: September 02, 2004 Page 1 a Baron Metal Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "BM-00) ", titled "Series FS 16/B20 F tee] Out -Swing Entrance Door", sheets 1 through 7 of 7 prepared by r dated 02/10/04 and last revised on 08/11/04, signed and sealed by el hit field, P. E. B. TESTS 1. Test reports on 1) Air Infiltr n Te FBC, TAS 202-94 2) Uni S c Air Pressure Test, Loading per FBC, TAS 202-94 3) si Test, per FBC, TAS 202-94 4).L e ile Impact Test per FBC, TAS 201-94 5) Cy is Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by Fenestration Testing Laboratory, Inc, Test Report No. FTL 4095 (04001) dated 02/19/04, signed and sealed by Edmundo Largaespada, P.E. Note: The above test report has been revised with addendum letters dated June 15, 2004 and August 03, 2004, issued by Fenestration testing lab, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS: 1. Anchor Verification Calculations, dated 03-26-04 and revised on 08-04-04, prepared and signed and sealed by Kelvyn Whitfield, P. E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. 3, dated June 16, 2004, issued by Fenestration Testing Laboratory, per ASTME-A370-97a, signed & sealed by Edmundo Largaespada, P.E. 2. Notice of Acceptance No. 01-1108.09, issued to Apache Products Company for "EPS-expanded Polystyrene Insulation", expiring on 01/11/2007. F. STATEMENTS 1. Statement letter of conformance and "No financial interest", both dated 02/27/04, , signed by Kelvyn Whitfield, P. E.. 2. Statement letter of compliance issued by Fenestration Testing Laboratory Inc., as part of above referenced test report. G. OTHER 1. Manufacturer/Distributor agreement between Baron Metal Industry Inc. & Caferty Bld Products, dated July 30,2004 & May 19th, 2004, signed by respgctive officials. I�t~kf� 1 . ( _L AuI_ Isbaq L cbanda, P.E. Product Control Examiner NOA No 04-0330.01 Expiration Date: September 02, 2009 Approval Date: September 02, 2004 E-1 'Quaiiiy hccuracy .lssuralicc Fenestration Testing Laboratory, Inc. 167711'csl 31s: Place Hiaicali. FL 33012 Phonc: 305/819-7877 Far 305%519-799g r-mnii: rildath•.�,aaLcaat u•t::ra-inc.rom r.o OF E TEST REPORT Cert. No. 03-0821.01 Auth. No. FTL 04001 Lab. Number 4095 February 19, 2004 Report Number 1 File Number 04-370 Page I of 6 D-6165 MANUFACTURER: Ba tali tries, Inc. SPECIFICATIONS: Miami -Dade County ADDRESS: A bd Circle Protocol's TAS 201, I e, Ontario, Canada L4L 3R5 202 & 203 DESCRIPTION OF UNIT Model Designation: Series: FS16B20; Out -swinging Steel Entrance Door Overall Size: 4' 4" (52") by 8' 2" (98" ) high by 5.750" deep Configuration: X No. & Size of Door Panels: One, 3' 11 3/4" (47 3/4") by 7' 11 1/8" (95 1/8") high by 1 3/4" deep. MATERIAL CHARACTERISTICS Frame Construction: r 16 gauge frame has an equal leg type frame, butt joints with a gray galvanneal finish. Upper Frame corners are tabbed over and have welded mitered joints that are ground smooth. Lower corners were not fastened. Unit A-/ & 44, threshold has a mill finish with a 1" high overall interior flange and Unit A-2 & A-3, threshold has a mill finish with a %," high overall interior flange. Size of frame members are as follows: threshold %i ' by 5.000"; threshold 1.000" by 3.312' ; frame head and frame jambs 2.000" by 5.750". Frame members are solid formed shaped with a typical wall thicknesses of 0.059". Door -Panel Construction: *20 gage galvanneal steel panel has a continuous locking seam that is spot welded. Unit A-2 & A-3, panels were comprised of honeycomb and Unit A-1 & A-4, polystyrene core fill bonded to the inside face of the steel door panel a gray galvanneal finish. One 1 1/4" by 1 1/4" by 1 518" by 34 3/4" long steel channel, spot welded to skin panel at top and bottom, 1 1/4" from each end and 2" on centers. Door panel is 1 3/4" deep. Weatherstripping: Ouanrity Description Location Single row adhesive back vinyl bulb at right frame jambs Double row adhesive back vinyl bulb at left flame jambs Single row . vinyl bulb at frame threshold Single row vinyl bulb at weather strip adaptor in frame head and frame jambs Hardware: Ouantity Descriation Location One Unit A-1 & A-4, surface mount stainless steel dead at lock stile, 47 %;' from bottom bolt lock system, key operated on the exterior and thumb turn on the interior, with no I.D. marks One Unit A-/, A-3 & A-4 , surface mount stainless steel at lock stile, 39 %a" from bottom lever type handle, with no I.D. marks Note: "•" designates measurements by laboratory Cert. No. 03-0821.01 Auth. No. FTL 04001 Lab. Number 4095 February 19, Report Numberer I File Number 04-370 �® Page 2 of 6 D-6165 MATERIAL CHARACTERISTICS Hardware: n,.- ....:...:.... location Unit A-/, A-3, A-2 & A-4, 4 %:" long steel butt at left frame jamb, 10", 48 '/," and 86 Y2" from the [T�b�recY hinge, with no I.D. marks bottom One 'Unit A-1, A-2 &A-4 , 4 7/8" long stainless steel at frame jamb, 40" from bottom flush mount strike plate, with no I.D. marks One Unit A-3, surface mount stainless steel keeper, at right frame jamb, 40" from bottom with no I.D. mark One Unit A-3, surface mount exit device, with no I.D. at interior of panel , 39 Yi' from bottom marks One Unit A-2, surface mount stainless steel dead bolt at lock stile, 41 1/4" from bottom lock system, key operated on the exterior with I.D. marks Yale One Unit A-2, surface mount stainless steel lever type at lock stile, 37 Y? from bottom handle, with no I.D. marks One Unit A-/ d 4-4, 2 3/4" long stainless steel flush at lock stile, 47 K" from bottom moon! strike plate. with no I.D. marks Weepholes: None Mullion: None Reinforcement:. Unit A-2, 16 gauge steel lockbox reinforcement inside panel lock stile. Unit A-1, A-2 & A-4, 12 gauge basket lock reinforcement inside panel lock stile. Unit A-1, A-2, A-3 & A-4, 10 gauge steel plate inside frame at hinge locations. Unit A-1, A-2 & A-4, 18gauge steel strike plate, inside right frame jamb. Sealant: Perimeter of hinges, weather strip adaptors and hardware on the interior and exterior seams were sealed with a clear colored silicone. Frame comer and installation screws were sealed with a clear colored silicone_ Additional Description: Butt hinges were fastened to left frame jamb with four No. 12-24 by W flat head machine screws and to panel with four of the same type and size of screws. Unit A-1 & A-4, tested with an aluminum weatherstrip adapter, part No. 23, at frame head and frame jamb, fastened with a single row of No. 8 by 3/4" pan head self drilling screws, 2" from each end and 6" on centers_ Unit test with a 1/4" shim space between frame and test buck. Unit Installation: Test unit installed in a 2 x 12 pressure treated wood test buck with a 2 x 6 buck strip at threshold. Frame jambs installed with a single row of 3/8 by 5" long flat head wood screws. Threshold installed with a single row ofNo. 10 by 2" flat head wood screws. Location of installation screws are as follows: frame jambs from the bottom, I I 48"and 86' ; threshold from the left, 9", 21", 33" and 46". There were no installation fasteners in frame bead. Product Markings: None �tualilcl ACcurucy rissurnnI Fenestration Testing Laboratory, Inc. 1677 ll'es; ;lJsl Placc Hialeah. FL 33012 Phone: 305/819-7877 F(a305l819-7998 c-ntai!: flldndc•��aaLrnnt tt'u�u•.ft!-inc.com Cert. No. 03-0921.01 Auth. No. FTL 04002 Lab. Number 4092 February 23, 2004 Report Number 2 File Number 04-370 Pagel of 7 D-6168 OFFICIAL TEST REPORT MANUFACTURER: Baron Metal Industries, Inc. SPECIFICATIONS: Miami -Dade County ADDRESS: 101 Ashbridge Circle Protocol's TAS 201, Woodbridge, Ontario, Canada 1.41-3R5 202 & 203 DESCRIPTION OF UNIT Model Designation: Series: FSI6/B20; Out -swinging Steel Entrance Door Overall Size: 64" (76") by 7' 2" (86") high by 5.750" deep Configuration: XX No. & Size of Door Panels: Two, 2' 11 3/4" (35 3/4") by 6' 11 1/8" (83 1/8") high by 1 3/4" deep. MATERIAL CHARACTERISTICS Frame Construction: • 16 gauge flame has an equal leg type frame, butt joints with a gray galvanneal finish. Upper frame comers are tabbed over and have welded mitered joints that are ground smooth. Lower corners were not fastened. Unit A-1 & A-4, threshold has a mill finish with a 1 " high overall interior flange and Unit A-2 & A-3, threshold has a mill finish with a %," high overall interior flange. Size of frame members are as follows: threshold %:" by 5.000"; threshold 1.000" by 3.312"; frame head and frame jambs 2.000" by 5.750". Frame members are solid formed shaped with a typical wall thicknesses of 0.059".. 05A Door Panel Construction: •20 gage galvanneal steel panel has a continuous locking seam that is spot welded. Unit A.2 & A-3, panels were comprised of honey comb and Unit A -I & A-4 , polystyrene core fill bonded to the inside face of the steel door panel a gray galvanneal finish. One 1 1/4" by 1 1/4" by 1 5/8" by 34 3/4" long steel channel, spot welded to skin panel at top and bottom, 1 114" from each end and 2" on centers. Door panels are 1 3/4" deep. Weatherstripping: n..,....:... r)... ri"rfnn Location Double row I adhesive back vinyl bulb at frame head and frame jambs Single row vinyl bulb at threshold Single row vinyl bulb at weather strip adaptor at frame head and frame jambs Single row adhesive back foam tape at weather strip adaptor at inactive panel and active panther Note: "•" designates meawrements by laboratory Hardware: Descri tion MATERIAL CHARACTERISTICS Location Cert. No. 03-0821.01 Auth. No. FTL 04002 Lab. Number 4092 February 23, 2004 Report Number 2 File Number 04-370 Page 2 of 7 D-6168 uonnh One Unit A-3, surface mount stainless steel dead bolt at lock stile, 40 %a" from bottom lock system, key operated on the exterior with I.D. marks Yale One Unit A-2, surface mount stainless steel lever type at left active panel, 36 '/2" from bottom handle, key operated on the exterior, with no I.D. marks six Unit A-!, A-2. A-3 & A-4, 4 %i' long steel butt at frame jamb, 10", 42" and 74" from the bottom hinge, with no I.D. marks One Unit A-/ & A-4 , 4 7/8" long stainless steel flush at right inactive panel lock stile, 40" from bottom mount strike plate, with no I.D. marks One Unit A-3, 4 7/8" long stainless steel flush mount at right inactive panel lock stile 39 %: "from bottom strike plate, with no I.D. marks Two Unit A-/. A-3 & A-4, manually operated flush mount at right inactive panel lock stile, 12" from each end concealed flush bolts, with I.D. 296 G Two Unit A-2, surface mount metallic keeper, with no at removable vertical mullion, 40" from bottom I-D. marks Two Unit A-2, surface mount exit device, with no I.D. at interior of panel , 40" from bottom marks One Unit A-1 & A-4, 2 3/4" long stainless steel flush at right inactive panel lock stile, 45 'f." from bottom mount strike plate, with no I.D. marks One Unit A- 3, surface mount stainless steel lever type at left active panel, 37 '/2" from bottom handle, with I.D. marks Yale One Unit A-/ & A-4.surface mount stainless steel dead at left active panel, 45 '/:" from bottom bolt lock system, key operated on the exterior and thumb turn operator on the interior with no I.D_ marks 1 One Unit A-/ & A-4, surface mount stainless steel lever at left active panel, 40" from bottom e handle, with no I.D. marks 44� Cert- No. 03-0821.01 Auth. No. FPL 04002 Lab. Number 4092 February 23, 2004 Report Number 2 File Number 04-370 Page 3 of 7 D-6168 Weepholes: None Mullion: Unit A-2, one 83" long steel removable vertical mullion, located 37 7/8" from left. Reinforcement:. UnitA-3, 16gaugesteellockboxreinforcement inside panel lock stile. UnitA-I.A-3&A-4, 12gauge basket lock reinforcement inside panel lock stile. Unit A -I• A-2, A-3 & A-4, 10 gauge steel plate inside frame at hinge locations. Unit A-1, A-3 & A-4, 18gauge steel strike plate, inside inactive panel lock stile. Sealant: Perimeter of hinges, weather strip adaptors and hardware on the interior and exterior seams were sealed with a clear colored silicone_ Frame corner and installation screws were sealed with a clear colored silicone. Additional Description: Butt hinge were fastened to frame jamb with four No. 12-24 by flat head machine screws and to panel jamb stile with four of the same type and size of screws. Unit A-/ & A-4, tested with an aluminum weatherstrip adapter, part No. 23, at frame head and fiame jamb, fastened with a single row of No. 8 by 3/4" pan head self drilling screws with the following spacing at frame jamb from bottom, 3/4", 6 3/4", 12 3/4", 18 3/4", 24 3/4", 30 3/4", 36 3/4", 42 3/4", 48 3/4", 54 3/4", 60 3/4", 66 3/4", 72 3/4" and 78 3/4"; frame head from left, 314", 6 3/4", 12 3/4", 18 3/4", 24 3/4", 30 3/4", 36 3/4", 42 3/4", 48 3/4", 54 3/4", 60 3/4" and 66 3/4. Unit A-1 & A-4, tested with an aluminum weatherstrip adapter, part No. 15, at inactive and active panel lock stile, fastened with a single row of No. 8 by 3/4" flat head self drilling screws with the following spacing from bottom, W, 6 %2", 12 '/2", 18 %", 24 %", 30 W', 36 '/2", 42 '/2", 48 %i', 54 '/2% 60 %:", 66'/:", 72 %" and 78 %2". The flush bolts has 3/4" penetrated into fume head and frame sill and fastened with four No. 8 by 1" flat head machine screws at right inactive panel lock stile. Unit test with a 1/4" shim space between flame and test buck. Unit Installation: Test unit installed in a 2 x 12 pressure treated wood test buck with a 2 x 6 buck strip at threshold. Frame jambs installed with a single row of 3/8 by 5" long flat head wood screws. Threshold installed with a single row of No. 10 by 2" flat head wood screws. Location of installation screws are as follows: frame jambs from the bottom, 6", 42 %;', and 76'; threshold from the left, 3 114", 17", 29 3/4", 42 3/4", 55 I/4" and 67 3/4". There were no installation fasteners in frame head. Product Markings: None OFFICIAL TEST RESULTS Title of Test Measured Remarks Unit A - I: (Temperature. 61.0 F, Barometer. 30.10) Air Infiltration Test-. (ASTM E283) at 1.57 psf 0.95 cfm/sq.ft. Passed Note: Thefollowing load tests were conducted without the flush bolts engaged %2 Structural Load Test: Positive Load _ 35.3 psf Passed- Deflection Permanent Set Reading at frame jamb 0.097" 0.01 I" Reading at frame head 0.196" 0.018" Reading at lock stile 0.275" 0.027" + %2 Structural Load Test: Negative Load 35.3 psf Passed Reading at frame jamb 0.117" 0-015" Reading at frame head 0.230" 0.029" Reading at lock stile 0.317" 0.031" . V FICIAL CP TEST RESULTS Title of Test Measured Unit A - 1: (Temperature: 61.0 Fr Barometer: 30.10) Air Infiltration Test: (ASTM E283) at 1.57 psf 0.95 cfm/sq.ft. /•_ Structural Load Test: Positive Load Reading at frame jamb Reading at frame head Reading at loci: stile '/a Structural Load Test Negative Load 63.8 psf Passed Deflection Permanent Set 0.045" None 0.126" None 0.296" 0.013" Reading at frame jamb 0.053" Reading at frame head 0.138" Reading at lock stile 0.331" Uniform Design Load Test: (ASTM E330) Positive Load Deflection Reading at frame jamb 0.063" Reading at frame head 0.169" Reading at lock stile 0.346" Uniform Design Load Test: (ASTM E330) Negative Load Reading at frame jamb 0.071" Reading at frame head 0.159" Reading at lock stile 0.421" Water Resistance Test: (ASTM E547/E331) Uniform Structural Load Test: (ASTM E330) 63.8 psf Cert. No. 03-0821.01 Auth. No. FTL 04001 Lab. Number 4095 February 19, 2004 Report Number 1 File Number 04-370 Page 3 of 6 D-6165 Remarks Passed Passed None None 0.036" 85.0 psf Passed Permanent Set None 0.004" 0.018" 85.0 psf Passed None 0.008" 0.061" 12.8 psf Positive Load 127.5 psf Reading at frame jamb 0.133" 0.001" Reading at frame head 0.234" 0.013" Reading at lock stile 0.621" 0.084" Uniform Structural Load Test: (ASTM E330) Negative Load 127.5 psf Reading at frame jamb 0.139" 0.002" Reading at frame head 0.248" 0.015" Reading at frame sill 0.640" 0.096" Passed Passed Passed 33 Title of Test Unit A - 1: (continued) Forced Entry Resistance: 300 pound concentrated load perpendicular to plane of door: within 6" of lock at active lock stile and within 6" of the top and bottom. (tested separately) a ST OFFICIAL TE i RESU Measu �. s. W '10 r No Entry Unit A - 2: (Temperature: 61.0 F; Barometer., 30.10) Large Missile Impact Test: Center of panel 50.1 ftJsec Lower comer of panel 49.9 ft./sec Cyclic Wind Load Test: Positive Pressure Range Cycles Duration (Pmax=85.0 psf) (seconds) 0.0 to 0.5 600 1.0 0.0 to 0.6 70 1.0 0.0 to 1.3 1 1.0 Cyclic Wind Load Test: Negative Pressure Range Cycles Duration (Pmax= 85.0 psi) (seconds) 0.0 to 0.5 600 1.0 0.0 to 0.6 70 1.0 0.0 to 1.3 1 1.0 Deflection at lock stile Deflection at frame head Deflection at frame jamb Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Deflection at lock stile Deflection at frame head Deflection at frame jamb Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Unit A - 3: (Temperature: 61.0 F; Barometer: 30.10) Large Missile Impact Test: Center of panel Lower comer of panel Cyclic Wind Load Test: Positive Pressure Range Cycles (Pmax= 85.0 psf) 0.0 to 0.5 600 0.0 to 0.6 70 0.0 to 1.3 1 50.0 ft./sec 50.0 ftJsec Duration Deflection at lock stile (seconds) Deflection at frame head 1.0 Deflection at frame jamb 1.0 Permanent set at lock stile 1.0 Permanent set at frame head Permanent set at frame jamb Cert. No. 03-0821.01 Auth. No. FTL 04001 Lab. Number 4095 February 19, 2004 Report Number I File Number 04-370 Page 4 of 6 D-6165 Remarks Passed Passed Passed Passed 0.802" 0.153" 0.087" 0.029" 0.012" None Passed 0.893" 0.178" 0.093" 0.033" 0.015" None Passed Passed Passed 0.813" 1- 0.162" 0.01 0.031" 0.015" None OFFICIAL Title of Test asua Unit - (continued) Cyclicc Wind Load Test: Neeative Pressure Range Cycles Duration Deflection at lock stile (Pmax=85.0 psf) (seconds) Deflection at frame head 0.0 to 0.5 600 1.0 Deflection at frame jamb 0.0 to 0.6 70 1.0 Permanent set at lock stile 0.0 to 13 1 1.0 Permanent set at frame head Permanent set at frame jamb Unit A - 4: (Temperature: 61.0 F,- Barometer: 30.10) Large Missile Impact Test: Center of panel 50.0 ft./sec Lower comer of panel 50.0 ft./sec Cyclic Wind Load Test: Positive Pressure Range Cycles Duration (Pmax=85.0 psf) (seconds) 0.0 to 0.5 600 1.0 0,0 to 0.6 70 1.0 0.0 to 1.3 1 1.0 Cvclic Wind Load Test: Negative Pressure Range Cycles Duration (Pmax=85.0 psf) (seconds) 0.0 to 0.5 600 1.0 0.0 to 0.6 70 1.0 0.0 to 1.3 1 1.0 Deflection at lock stile Deflection at frame head Deflection at frame jamb Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Deflection at lock stile Deflection at frame head Deflection at frame jamb Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Note. At conclusion of above tests, there was no apparent dainage to unit or fasteners. Test Completed - February 06, 2004 Test Expires - February 06, 2008 Cert. No. 03-0821.01 Auth. No. FTL 04001 Lab. Number 4095 February 19,2004 Report Number I File Number 04-370 Pag 5 of 6 D-6165 Remarks Passed 0.910" 0.186" 0.102" 0.033" 0.017" 0.003 Passed Passed Passed 0.922" 0.153" 0.087" 0.033" 0.015" None Passed 1.022" 0.190" 0,110" 0.050" 0.020" 0.004" Cert. No. 03-0821.01 Auth. No. FTL 04001 Lab. Number 4095 February 19, 2004 Report Number 1 File Number 04-370 Page 6 of 6 D-6165 0*01� continued Remarks: This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and tested in accordance with Dade County Protocol TAS 201, 202 and 203 with no deviations. Detailed assembly drawings showing wall thickness ofall members, comer construction and hardware application are on file and have been compared to the sample submitted. A test sample will be retained at the test laboratory. Note: Test specimens were covered with a 1.5 mil plastic sheeting to seal from air leakage when load tests were performed, however this had no effect on the above tests results. Large missile impact test conducted with 96" long 2 X 4 (tl2SP) wood weight of missile is 9 %: pounds. Witnessed by: Mr. Edmundo Largaespada, P.E Mr. Nick Siragusa Author of Report: Dina Cova Laboratory Technician Jude Sosa Roberto Dayton 4 - Baron Metal Industries, Inc. 1 - Baron Metal Industries, Inc., (Miami -Dade) FENESTRATION TESTINAR-LABORATORY, INC. Roberto Testing I OFFICIAL TEST RESULTS'R Title of Test Measured Unit A -1: (continued) Note: Thefollowing load test was conducted with theflush 4 &Itsen&yged. %, Structural Load Test: Positive Load psf Passed Reading at frame jamb 0.122' 0.026" Reading at frame head 0 0.030" Reading at lock stile 0 0.036" %, Structural Load Test: ®®®®®® Cert. No. 03-0821.01 Auth. No. FTL 04002 Lab. Number 4092 February 23, 2004 Report Number 2 File Number 04-370 Page 4 of 7 D-6168 Remarks Negative Load 56.3 psf Passed Reading at frame jamb 0.130" 0.031" Reading at frame head 0.362" 0.042" Reading at lock stile 0.545" 0.048" Uniform Design Load Test: (ASTM E330) Positive Load 75.0 psf Passed Reading at flame jamb 0.154" 0.033" Reading at frame head 0.388" 0.048" Reading at lock stile 0.448" 0.052" Uniform Design Load Test: (ASTM E330) Negative Load 75.0 psf Passed Reading at frame jamb 0.242" 0.040" Reading at frame head 0.460" 0.058" Reading at lock stile 0.862" 0.082" Water Resistance Test: (ASTM E547/E331) 11.3 psf Passed Uniform Structural Load Test: (ASTM E330) Positive Load It2.5 psf Passed Reading at frame jamb 0.280" 0.039" Reading at frame head 0.497" 0.063" Reading at lock stile 1.742" 0.117" Uniform Structural Load Test: (ASTM E330) Negative Load 112.5 psf Passed Reading at frame jamb 0.327" 0.044" Reading at frame head 0.584" 0.071" Reading at frame sill 1.805" 0.135" Forced Entry Resistance 300 pound concentrated load perpendicular to plane of door: within 6" of lock at active lock stile and within 6" of the top and bottom. (tested separately) No Entry Passed =V- OFFICIAL TEST RESULTS Title of Test Unit A - 2: (Temperature: 78.0 F. Barometer: 30.l1) Large Missile Impact Test: Center of right panel Lower left comer of right panel Center of lock stiles Lower center corner of left panel Cyclic Wind Load Test: Positive Pressure Range Cycles Duration (Pmax=75.0 psi) (seconds) 0.0 to 0.5 600 1 A Measured 49.8 ft/sec. A�A 49.9 0 ft/ 50.0 sec_ 0.1 Neflection at vertical mullion Deflection at lock stile Deflection at frame head 0.0 to 0.6 70 1.0 Deflection at frame jamb 0.0 to 1.3 1 1.2 Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Permanent set at vertical mullion Cyclic Wind Load Test: Negative Pressure Range Cycles Duration Deflection at vertical mullion (Pmax= 75.0 psf) (seconds) Deflection at lock stile 0.0 to 0.5 600 1.0 Deflection at frame head 0.0 to 0.6 70 1.0 Deflection at frame jamb 0.0 to 1.3 1 1.1 Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Permanent set at vertical mullion Unit A - 3: (Temperature: 61.0 F. Barometer: 30.10) Large Missile Impact Test Center of right panel 50.0 ft/sec. Lower left corner of right panel 49.9 ft/sec. Center of lock stiles 50.0 ft/sec. Lower center corner of left panel 50.1 ft/sec. Cyclic Wind Load Test: Positive Pressure Range Cycles Duration (Pmax= 75.0 psf) (seconds) 0.0 to 0.5 600 1.0 0.0 to 0.6 70 1.0 0.0 to 1.3 1 1.2 Deflection at lock stile Deflection at frame head Deflection at frame jamb Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Cert. No. 03-0821.01 Auth. No. FTL 04002 Lab. Number 4092 February 23, 2004 Report Number 2 File Number 04-370 Page 5 of 7 D-6168 Remarks Passed Passed Passed Passed Passed 0.215" 1.887" 0.402" 0.173" 0.087" 0.027" 0.020" 0.026" Passed 0.310" 2.021" 0.489" 0.266" 0.100" 0.032" 0.023" 0.031" Passed Passed Passed Passed Passed 1.479" 0.415" 0.177" 0.082 n 0.028" ash 0.021" Title of Test Unit A - 3: (continued) Cyclic Wind Load Test: Negative Pressure Range Cycles Duration (Prnax=75.0 psf) (seconds) 0.0 to 0.5 600 1.0 0.0 to 0.6 70 1.1 0.0 to 1.3 1 1.3 OFFICIAL TEST Deflection at lock stile' Deflection at frame head Deflection at frame jamb Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Unit A - 4: (Temperature. 78.0 F. Barometer: 30.11) Large Missile Impact Test: Center of right panel 50.0 ft/sec. Lower left comer of right panel 50.1 ft/sec. Center of lock stiles 50.1 ft/sec. Lower center comer of left panel 50.3 f tsec. Cyclic Wind Load Test:, Positive Pressure Range Cycles Duration (Pmax=75.0 psf) (seconds) 0.0 to 0.5 600 1.0 0.0 to 0.6 70 1.0 0.0 to 1.3 1 1.3 Cyclic Wind Load Test: Negative Pressure Range Cycles Duration (Pmax=75.0 psf) (seconds) 0.0 to 0.5 600 1.0 0.0 to 0.6 70 1.0 0.0 to 1.3 1 1.2 Deflection at lock stile Deflection at frame head Deflection at flame jamb Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Deflection at lock stile Deflection at frame head Deflection at frame jamb Permanent set at lock stile Permanent set at frame head Permanent set at frame jamb Cert. No. 03-0821.01 Auth. No. FTL 04002 Lab. Number 4092 February 23, 2004 Report Number 2 File Number 04-370 Page 6 of 7 D-6168 Remarks Passed 1.932" 0.472" 0.272" 0.100" 0.029" 0.024" Passed Passed Passed Passed Passed 1.677" 0.413" 0.180" 0.101" 0.031" 0.021" Passed 2.130" 0.506" 0.303" 0.132" 0.034" 0.022" Cert. No. 03-0821.01 Auth. No. FTL 04002 Lab. Number 4092 February 23, 2004 Report Number 2 File Number 04-370 Page 7 of 7 D-6168 continued N�� Note: At conclusion of above tests, there was o apparent damage to unit or fasteners. Test Completed - February 06, 2004 Test Expires - February 06, 2008 Remarks: This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and tested in accordance with Dade County Protocol TAS 201, 202 and 203 with no deviations. Detailed assembly drawings showing wall thickness of all members, comer construction and hardware application are on file and have been compared to the sample submitted. A test sample will be retained at the test laboratory. Note: Test specimens were covered with a 1.5 mil plastic sheeting to seal from air leakage when load tests were performed, however this had no effect on the above testsresults_ Large missile impact test conducted with 90" long 2 X 4 (42SP) wood, weight of missile is 9 %: pounds. Witnessed by: Mr. Edmundo Largaespada, P_E Mr. Nick Siragusa Author of Report: Dina Cova Laboratory Technician: Jude Sosa Roberto Dayton 4 - Baron Metal Industries, Inc. 1 - Baron Metal Industries, Inc., (Miami -Dade) Roberto Robleto Testing Manage TESTING L- JjORATORY, INC. 4-2 MM I�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ANCE Janus International Corporation 134 East Luke Road Temple, GA, 30179 SCOPE: This NOA is being issued under the materials. The documentation submitted has accepted by the Board of Rules and Ap allowed by the Authority Having J rr MiAMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 le les a ations governing the use of construction e 'ami-Dade County Product Control Division and to be used in Miami Dade County and other areas where This NOA shall not be valid after % exjiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade County) ana7or the AHJ (in areas other than Miami Dade County) reserve the right to have this :product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3400 Roll -Up Door 12- 0" Wide APPROVAL DOCUMENT: Drawing No. T1011- titled Dade County commercial door Series 3400 Max. Size 12'-0"X 20'-O", sheets 1 & 2, dated 03/16/06, prepared by Janus International Corporation, signed and sealed on 07/29/06 by Joseph. H. Dixon Jr. P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IWACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page, evidence page E 1 as well as approval document mentioned above. . The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. oJ��CT C��OG� NOA No. 06-0809.09 Expiration Date: April 19, 2012 Approval Date: April 19, 2007 Page 1 Janus International Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS Drawing No. T1011- titled Dade County commercial door Series V400 Max. Size 12'-0" X 20'-0", sheets 1 & 2, dated 03/16/06, prepared by Janus al Corporation, signed and sealed on 07/29/06 by Joseph. H. Dixon Jr. P.E. B. TESTS. 1. Certified Testing Laboratories RepoV06�YyRamsh 93W pages 1 thru 5 of 5, dated 03/16/06 , signed and sealed on 03/1 Patel, P.E. for Testing Standards TAS 201, TAS 202 and TA&dh 2. Certified Testing Labo on port No. 1493W for Galvanized Steel, dated 02114/06, signed and sealed o� 06 ensile test per ASTM E8 by Ramesh Patel, P.E. C. CALCULATIONS V -0 1. Calculations for atta ent of guide angles to steel or concrete jamb prepared by Joseph H. Dixon, Jr. PE, dated 02/03/06, 18 pages, signed and sealed on 07/29/06 by Joseph H. Dixon Jr, PE. . D. MATERIAL CERTIFICATIONS None E. STATEMENTS 1. Code Compliance letter and no financial interest letters dated 07/29/06, signed Joseph. H. Dixon Jr, PE. G /V"'� Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No. 06-0809.09 Expiration Date: April 19, 2012 Approval Date: April 19, 2007 E-1 r GENERAL NOTES L THIS ROLL -UP BEEN SYSTEM HAS BEEN SUCCESSFULLY TESTED ACCORDING TO THE URIFOaM STATIC AIR PRESSURE TEST PER TAB 202-94, THE LARGE WSSLOADING TEST PER ACT MST AB 203 94 PER TAB �IN AN 01-94 AND CYCLIC TESTING LLAABSCURE OMFORMING TO TAB NJ-", 2. THE DOOR IS DESIGNED TO COMPLY WIN THE HIAMI-BADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY MIRRICANE ZONE NVHZ) OF THE FLORIDA BUILDING CODE M DESIGN LOAD RATING • .43.0 PST POSITIVE WIND LOAD -49D PSF NEGATIVE WIND LOAD 4. WIND LOAN FOR BUR➢ING OPENINGS SHALL BE DETERMINED BY A PROFESSIONAL ENGINEER USING APPROPRIATE WIND SPUD AND DESIGN CRITERIA. THIS DOOR MAY BE USED VNERE ITS DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD REQUIRED FOR THE BUILDING OPENING. S ME BUILDING ENGINEER SHALL VERIFY THE ADEOUACY OF THE BUILDING STRUCTURE TO WITHSTAND SUPERIMPOSED LEADS PMpf, Pypf • Rypf, PVM AND Pynf ♦ R"I. 6. EACH MIAMI-DADS COUNTY ODOR ASSEMBLY SHALL BE LABELED AS FOLLOWS JAMS INTERNATIONAL CORPORATION TEMPLE. GA MIAMI-BADE COUNTY PRDPGT CON ,L APPROVED Z• WITH WELDING THE "MSSTEEp TION tPAVS SPECIFICATIONNS By QUALIFIED ,�RVELDIGIN GEELECTROKS SMALL CONFORM M AWS ASL GRADE E-70. 8. ALL BOLTS AND WASHERS SMALL BEGALVAMZED STEEL OR STAINLESS STEEL WITH A MINI" TENSILE STRENGTH OF 60 KSL A DOORS SHALL BE PROVIDED WITH DOUBLE BOTTOM BAR MOUNTED SLIDE LUCK LATCHES THAT ENGAGE THE ➢OUR GUIDES VHEN DOOR IS FULLY CLOSED. le. DOOR ASSEMBLY DESIGN BASED ON CERTIFIED TESTING LABORATORIES, INC.. TEST REPORT NO CTLA-1493V. IL ANCHOR NOTES, B. MR MELLOW OV MASONRYENGTH BLOCK, FILL UDE ALL CELLS ATUCCO ANCHORLOCATIONS O CIO MINIMUM G CONCRETE JAMBS TO BEIN INIMIM 2000 PSI. ➢. ANOD)RS SMALL BE INSTALLED IN ACCORDANCE WIN MANUFACTURER'S SPECIFICATIONS. 12. WIDE TO JAMB ATTACHENT FASTENERS BEGIN A' FROM FLOOR AND END 2' BELOW TOP O' YALL' ENING 13. NEST DOOR WALL d,RRTNG SIZE- 12'-0' X 8'-V. OUTSIDE WALL OPENING WIDTH JAMB WIDTH j~pxpf = 1218 PIP INSIDE PYPF a Rypf a 263 plf FORCES ON GUIDE TO JAMB ATTACHMENT FASTENERS BUE TO POSITIVE WIND LOAD (FROM OUTSIDE OF BUILDING) OUTSIDE WALL _OPENING JAMB WIDTH 1— Pxnf a 1427 RIF INSIDE Pynf a Rynf w 299 DIP FORCES ON GUIDE TO JAMB ATTACHMENT FASTENERS DUE TO NEGATIVE WIND LOAD (FROM INSIDE OF BUILDING) 3d_97' Uwasp(a [vavr STEEL JAMBS SHEET 4. IN uu. SEW-WRL,Ni, EK3 SWSV FILLED BLOCK JAMBS ®■®P Mo. 1 � ; - - '00 CONCRETE JAMBCURTAIN S I a -Dye' SHEET L—�S.—. f. m Disown or '' ' ,W M WyNUe I5, ] IE "'" • e • a®awDwii'] �y� �whb Ar /T //�1 iPENIx6 VOTH V,. .AST A YYleB1DEf11 I I ♦6-5/e' cMSia,A itiSW[n 'k 6�.1 FAIN SHEET WIDTH . STRUCTURAL ENGINEER, JOSEPH H. DIXON, JR. P.E. FL 07768 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND ARE TOLERANCES DECIMAL FRACTIONS .ANGLES HOLE DIAMETERS ,XX ±,03 '31/16 f 0'30, UNDER.251 �ooB .X%X t,005 251 to .500 �0 3 OVER .500 JANUS INTERNATIONAL CORPORATION 134 EAST LUKE ROAD TEMPLE, GA 3017E-0435 770-562-2850/1`ax 770-562-2264 © Nae Janus Intematlanal CDgDDmUon AA Rights Reserved DADE COUNTY COMMERCIAL DOOR SERIES 3400 MAX. SIZE 12'-0' X 20'-0' NONE r A BRACKET 417ACMCNT PUSH-UP 59/e' P)(q (Y) P69 OPCR.111M� CONCRETC/FILLE➢ BLOCK. POWERS VEWE-BOLT, 3/8 K 1-3/4• LONG FDA NNN CHAIN OPERATIDN� 6-5/0•(Y)<q STEEL, HER eEli, CAS, 3/8-I6 x 1-I/1' LONG PER ELECTRIC OPERATIGN 7-318'(Y)(E) (R)TW)MMENSIONS SHOWN ARE FOR MOUNTING FOR OUTSIDE OP CHAIN DRIVE, TO STEEL JAMBS, ROD 1-1/16' WHEN ATMNMG NOTO AUDIT SIDE DRIVE SHOWN HURIZMTK To CONCRETE OR FILLED BLOCK JANIS. BARREL ASS[NBLY 16A➢RODN S-3/1' 8-3/A' T1IIIj� ANA VXL OPENING VIDIM TAX.) RLCAR OPENING) �� 01 VERTI[gL ISADRGM REMOVABLE HEAD STOP GUIDE STEEL JAMBS HEADROOM REQUIRED OPENING VERTICAL 1®iIIQIIN. HEIGHT WABRO@I MTI,BROp THRU V- Is- W-B• OVER iNRU ID•-D• ONLY IS10, THR in• E2• 14'-D' DJER M-D• TXRU ST. 23, 16'-4' OVER TH(U 18•-8' OVER 18'-0' THR 23' 25' m-0• 20•-0' KAK WALL OPENING HERB. USE0 OPENING) 24 L CURTAIN SLIDE LOCk VIEW WIDE CONCRETE/FRLEO BLOCK J.Is SEE TAR SEE RETAIL 20' SLIDE LEEK SEE SIDE INSIDE ELEVATION BOLLON PAR ASSEMBLY VINDLOCK MATERIAL• G90 GALV ASTN A653 STRUCTURAL . STEEL, GRADE 50, CLASS 1 MIN FY=W KST DETAIL rII�1L'`1DI� 1.13 L—JL R1.63 I-- a, CURTAIN PANEL AST STALL MOUNTING PLATE WYU 2x 2�C\.l tU tIxLTALL ON NBOTHTIN JAMBS POUR CURTAIN PA JAMESEOFAMETAL BUILDINGS)EEE PRE -PAINTED V% ANO RAKED SR 1 STRUCTURAL ENGINEER, JOSEPH H. DIXON, JR. P.E, FL N7768 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLER, O ARE. WINDLOCK AT 3-114. O.C. 4x SEE SHEET 2 FOR NOTES .XX t.03 t 1/16 3 0' 30' UNDER .251 .XXX t,005 .251 to .503 OVER .500 250 X .500 HORIZONTAL ROUND END SLOT GUIDE G90 GALV STEEL ASTM A653 W/MIN FY-33 KSI CONTINUOUS FULL LAND LENGTH DON MILLS DETAIL B 938 X .750 1.188 VERTICAL 697 r 105 ROUND END SLOT FOR —.�L CONCRETE/BLOCK 984 JAMBS. NO SLOT r FOR STEEL 18B 1 JAMBS. VINO BAR VINO BAR G90 GALV STEEL ASTN A653 V/NIN FY=33 KSI CONTINUOUS FULL GUIDE LENGTH 0.7/16' PLUG VELD O.G. MAX FOR STEEL JAMBS UNLY nwh r w tDm CLEAR Ac¢nrc COATED AM GAUVAL I TIM BOTTOM BAR A. ." V/MIN FYw A. EE LOCK AT EAM END CnITIIM6� R>T-� �-SIEP PLATE NT EACH [HD) AS100GAL \` 2' x 1-1/Y x as- G9➢ GALV. SHELL NILI.0 ASIA A653 V/MN ".33 .1 WTTd BAR ASSEMBLY C01TPlAUS fLLL CIRBAM V1DIN JANUS INTERNATIONAL CORPORATION 134 EAST LUKE ROAD TEMPLE, GA 3017 35 770562-2BWIFax 770-562-22N © 2006 Janus In(em3Gona1 CorporaOon All FUgM6 Reserved DADE COUNTY COMMERCIAL DOOR SERIES 3400 MAX, SIZE 12'-0' X 20'-0' B MAN T 1011 NONE M I A M I•DADE MIAMI•DADE COUNTY, FLORIDA _ METRO -DADS R AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Janus International Corporation. 134 East Luke Rd. Temple GA 30179 Scope. This NOA is being issued under the applicable rules and regulation the use of construction materials. The documentation submitted has been reviewed by Miami- ty duct Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in 'amiCounty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration da statCel . The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ athan Miami Dade County) reserve the right to have this product or material tested for qu or c urposes. If this product or material fails to perform in the accepted manner, the manufacture 1ll expense of such testing and the AHD may immediately revoke, modify, or suspend the use of so ro or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determin , y Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series 850 Roll -Up Door 81- 8" Wide. APPROVAL DOCUMENT: Drawing No. T1006, dated 07/25/03 & 09/15/03, with last revision on 06110/05, titled "Dade Couny Mini Door Series 850 Max. Size 8'-8" x 12'-0", sheets 1 through 2 of 2, prepared by Janus International Corporation. signed and sealed by J. H. Dixon Jr PE, bearing the Miami -Dade CountyProduct Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Inapact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03-0929.05 consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ca ' Font PE. NOA No 05-0623.04 2 at O5 Expiration Date: February 26, 2009 Approval Date: December 29, 2005 Page 1 Janus International Corporation. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING: 1. ' Drawing No. T006, titled "Dade County Mini Door Series 850 Max Size 8'-8" x 12'-0" sheet 1 and 2 of 2, prepared by Janus International Corporation, dated 07/25/03 & 09/15/03, with last revision on 06110105, signed and sealed by J.H. Dixon Jr PE. B TEST: 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Wind es Test per TAS 203 and Uniform Static Air Pressure Test per TAS 202 on Specimens Door 8'-8" wide, 8'- 0" high. Prepared by Certified Testing Laboratories, report # 5 ated 08/20103, signed and sealed by.K. Patel PE. C CALCULATIONS: 1. Calculations for attachment of guide to steel;perete ' asonry jamb, prepared by Joseph H. Dixon, Jr. P.E. dated 06/29/03, sheets o gned and sealed by J. H. Dixon, Jr PE. on 09/22/03. 2. Revised anchorage calculations seph H. Dixon Jr PE dated 05/27/05, sheets 1 through 11, signed and sealed by N on Jr. PE on 05127/05. D QUALITY ASSURANCE: 1. Building Code Compliance Office. E. STATEMENTS: 1. Code compliance letter issued by J. H. Dixon, Jr. PE, on 09122/03, signed and sealed by J. H. Dixon Jr. PE. 2. No interest letter issued by J. H. Dixon Jr PE on 09/22/03 signed by J. H. Dixon Jr PE and notarized by L. A. Mather on 09/22/03. 3. No interest letter issued by J.H. Dixon Jr PE on 06/20/05 signed by J.H. Dixon Jr PE and notarized by E. A. Blacketer on 06/20/05 F. MATERIAL CERTIFICATION: 1. Tensile test report per ASTM E8/A370 or B557 prepared by Certified Testing Laboratories, test report # 1115W, dated 07/22/03, signed by K. Patel, P.E. i2 �9 05 Candid . Fo t PE Senior Product Control Examiner NOA No 05-0623.04 Expiration Date: February 26, 2009 Approval Date: December 29, 2005 E-1 6tmExlw ANl' iij Q / Inua ttaE2¢(amc JNaD'4.000 B GOE FAS SPq 10'-B.S' 6- 03AwG 6Y m OS clu w wAat[i' 6.438/ lu (men elan 3.197 (CONCRETE/BLOCK JAMBS, vALL wEmlf� vwiH mmGEmABIDot JAvail +6OR0.313 (STEEL JAMBS)+XEAA women vlvm , L500 Assealx + 1.500 .105 2.000 / wuriE' ' -T 1/4-20 X 1/2' , 1.145 3.000 -� CARRIAGE BOLT AND ' MINE1/4-20 NYLON INSERT m0C �E , HEX NUT / Nry Euv4 a s' G90 GALV / 17ABL[SS STFII ASTM A653 W/MIN ' FY-33 KSI 1.188 43D X .7" ' CONTINUOUS + .697 1�-1Lr� ,SOS (CONCRETE/BLOCK JAMBS)' FULL JAMB LENGTH • pR 3i3 % 500• / `B24 GA ' SEE A AIL B TEE . DETAIL A S E DETAIL B �M + w IM" ' IT W 1T 9Y 20' mrrlM aw esmOLr IMYw' it cyATION HCADRIa( ROSMORIS ' 1.13 �R1.63 E zx se VMOLGCK / MATERIAL 24 / G90 GALV / ASTM A653 STEEL, OAK SO,\ \\ 29 CLASS 1 \ .ID MINFY-RI RSI' / VINMEXX AT 3-1/4• GO. / / 4X SEE SHEET 2 FOR NOTES / WRTAm PONEL / 9 TAB. AA MTN A653 GA 84 MIN F 80 KSL ' _. 6M WLVHUS➢ STE[L__ _. CURTAIN MAILI MA NI n STRUCTURAL ENGINEER, JOSEPH H. DIXON, JR. P.E. FL D7760 / NI UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES NI ARE1 co YND BAR ON GX- (STEEL JAMBS)• ' ASTM A653 VMIH I FY=33 at I.984 • ROUND ENO SLOT EDM(nus" FILL MI. LTNGT.,188 Resnnw !" - ' 24GA®Lll Q+ p pE9 ACRYLIC N,O , A2 TJ WLVNL E ' STEEL Bnf101 DAN T— _F ASTM AM W`NN /277 SNe zo Fr�Yi N2[ - MUNJO V4'0NRU BOLT WIN AN . IA]e1G NUT LOGTED AT EADH ENO AND Km[(E 7 AM36 + MTGwEOGTE Sm I BOLT12) / lG'awIl le K.1K m a• 2' X 1-V2' X J0• ' ma GM.V STEEL ANGLE ASDI AMID V/M140'rPADUCEI FYgo KSI [ IWNUM15 M.L bet�a��wn. cWTATn Wn' , u .'aen Lyy ASTRAGALS ' Ata-v: Y:•A TJp:i ' =NL BB ol7riwl eM ASSOMPLY ' 813 JANUS INTERNATIONAL CORPO9)IZIM 134 EAST LUKE ROAD TEMPLE, GA 30179-WS T/0.56K-Y8501FeX 770361-B3IN 02005 Janus Alamadlanal ColpomUon All RiOhm Reserved wx DADE COUNTY MINI DOOR SERIES 850 .XX L03 t 1/16 3 0'30, UNDER .231 '!D04 _ MAX. SIZE 8'-8' X 12'-0' -. .XXX 3,005 q33 BECKY NELSON 7-25-03 .251 to .500 -_�3 .... B T1006 c OVER .SOD *m3- DON MILLS 9-15-03 - nrw Mnic 2 GFHE9/A MOTES J L MS RELL-RIP DOUR SYSTEM HAT SEEM SUCMSSfTILLY TESTED ADIMMR � To THE UNIFORM STATIC A0U PRESSURE MST PER TAT 202-94, THE LARGESMILE + IMMM TEST TPER TAS M-994, M AV WpEPENpplt TESTM LAD CMns,,Y, ' TO TAT MI-91 , 2 THE SEMI IS DESIGNED TO SOPLY WIN THE MWII-WM EOIMTY PRODUCT COFO ORO- DIVISION R THE HIM V ,L Y HURRICANE 2oNE a,,,, O' THE ' ttIDiIM RTLMNG OOE , 3 DESIGN I.MD RATING • -46A PSP POSTTTVE VMD I= ' -PA PSF NEWTIVE VMO LOAD' A VMD L61RS MR BUEONG OAEMMGS SHALL BE DETERMINED BY A PR[)fESSIIRAL EHKJHELTH USM6 APPROADAIE VDO SPEED ANO DESIEM MITERIA THE ImR , My DE USE[) VTERE ITS DESIGN LOAD NIETS OR EACEEDS TIE DESIGN LOAD ,SOURED m T¢ BUILDING WFIONO. , a TR UE SUDADR MTHS R SIMLL VEMOY TIE A@YNOALW W THE EMLOPNG ' And PIT,, TO [)RyrM. ,TOND S1RERppDSE➢ LDAM PMPf. Pypf ♦ RYPP. PxnP ' 6 GOT MOID-DAM WIMW DOOR ASSEMBLY SHALL BE LABELED AS FOL11V9 , JAMS IMERNAOOML OIRMR.A / NGM-DAM CGGRY Lc CONTROL. WPRONEG' ). VAHMMW' SS T E IEOF PIER 0 gI AY,EM,wGS L01 GCMFLECIP®ES ' SHALL OQH RH M AVS AMI, T E-X / & ALL WILTS AMR WASHERS ,AL MEWLVAN�p STEEL ORSTAIN.ESS 51EEL' VIM A MINIMUM IEIOLLE STRENGTH W 60 KM , 9. Dua Lm SHALL M PROVIMO WITH A SM Y' CIRTAM MOMTED ELSE Lo, / IATCH RIDER EMWTES iTE D®R GNM ME4N TERR IS fLLL.Y CIDSEa ' 14 DOM ASSEMBLY DESIGN BASED O4 CEROfOU TESTING LABORATORIES, INC., TEST REK]ST 1R DTLA-10'N. / It ANMOR HAr A ENDOTES5FF LENGTH DOS NOT REUIDE SHAY➢ FDOSN' B. FW IRLDV MASORY K=, SILL ALL EE LE AT AHC LOOT=, vm MINIMUM BOB)G CTONRETE JAMBS TO SBE MINIMUM 2000 P&L ' V. AMH00 SHALL BE MTTALLEM MY ACCEMDAHH EE VON MAIREACIIRIXT ' SPECIiTGT100, 'a GR➢E TO JAMB ATTAOEENT TAIQE SRS BEGIN 4• FT®1 FLOOR AIR,EHO 31. , mowBOP OFVALL (PENBRE Is TEST DODR WALL WENMG SIM W B. K 9-U•. ' ORSOE ' «—OPENING JM1B [ wmTH E~PxPf a 664 PLO INSIDEypf + Rypf = 209 PH, ' ASSIES FASTEtERHE WMILE TO PGSITNETO Jan TVMO LOApT ' MR134 OUTSIDE R DUILDMGI , OOuDE ' VRLL , �--OPETUHG JRND VNTM —Pxnf n 1083 P1f' MSGM PY 4 Rypf a 246 Plf STEEL JAMBS 4" 344T InlM t A. xmwstrO/ �' r +.,,. �b xG 14' H SHEET vlmx _ I , I MI-mcmi6- CONCRL�( JAMBS /% 319)•/ / wv2itn a tmuu�4Tsni,mn ] - l� lI�' �u*a IouTilm�i � LIWTAI. EE SHT VINH 1 -IH' STRUCTURAL ENGINEER, J13SEPH M DIXON, JR. P.E. FL 10768 p`® O NYtan Ewtx UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN MSS ANA ARE,ND TLBJDWEES SIP v,„e„ DECIMAL FRACTIONS ANGLES HOLE DIAMETENA RS .XX ±.03 t 1/16 t 0'30' UNDER .251 .XXX l.005 AO] DECKY NEL .251 to .500 !m3 OVER .500 +aa 0 ILLS FILLED BLOCK JAMBS D. u. ! w 1xt w v¢T[ O'E11MG VInTx 1- 6-3/B' ary ClR)RM SHEET .TH / -I/4• " / � 6lHUCf NEVISPA I I /114}{+I // fJYN9T,0MRRWMBDB iJMv /f 0.1dvq Lv6 • A[�prJ:CeNO PS-OG23 G/ blyOl � !3p!)00m 7 nl PMdIt000MJm1 OWhin9 JANUS INTERNATIONAL CORPORATION 134 EAST LUKE ROAD TEMPLE, GA 301794435 770362-2850/Fax 77030E-3254 © 2005 Janus InlamBTbnal CAIpO.Wn AlI RIOhLT ReeeMed DADE COUNTY MINI DOOR SERIES 850 MAX. SIZE 8'-8' X 12'-0' T1006 r VULCAN STEEL STRUCT. 500 VULCAN PARKWAY ADEL, GA 31620 DATE: 6/9/08 BETLAR,INC. Re: JOB NO. 18779-1 BUILDING SIZE: WIDTH 80 ft. LENGTH 165 ft. EAVE HT : 33 ft. JOBSITE : FT.PIERCE,FL 34951 To Whom It May Concern: This is to certify that the above referenced building is designed in accordance with the order documentation, the Thirteenth Edition of the American Institute of Steel Construction (AISC) "Manual of Steel Construction" and the 2001 Edition of American Iron and Steel Insti- tute (AISI) " Cold Formed Steel Design Manual. -'The basic loads of the subject building meet or exceed the minimum county climatic data as published in the 2002 edition of the MBMA " Low Rise Building Systems Manual ". The criteria for application of design loads are follows Governing Code : FBC 04 (with 06 Amendments) Roof Dead Load : 2 psf plus wt. of metal bldg structure Live Load based on the tributary area : 0 - 200 sq. ft......... 20 psf 201 - 600 sq. ft....... See Sec 4.9.1 of ASCE 7-02 over 600 sq. ft........ 12, psf Collateral Load : O.psf Roof Snow Load NR Wind Load (3 sec gust) : 130 mph Snow Exp. Fac NR Enclosure Type : Closed Snow Imp. Fac. : NR Wind Exp. Cat : B Seismic Coef SDS : 0.0853 Wind Imp. Factor : 1.00 Seismic Coef SDI : 0.0480 Ground Snow Load : 0 psf Seismic Imp. Facl : 1.0 / Mapped Spectral Response Acceleration, Ss: 0.0800 I Mapped Spectral Response Acceleration, S1: 0.0300 Response Modification Factor: 3.5 Seismic Response Coefficient,Cs: 0.13 This Letter of Certification applies solely to the building and its component parts as furnished by the Metal Building Manufacturer. Doors, windows and louvers are not structural components of the building. It is the responsibility of the owner to determine if wind lock accessories are supplied if required. Certification specifically excludes any foundation, masonry, or general contract work. Sincerely, RICHARD T. SMITH, P.E. Richard T. Smith PE443547 102Main SheelSteJ212 Lagrange, Georgia Ph. P06) 888474 10 REVIEWED — . By Richard at 3:54 pm, Jun 18, 2008 ST LUCIE COUNTY FIRE DISTRICT Office of the Fire Marshal ` Plan Review 5160 N.W. Milner Drive Telephone: 772.621.3322 Port Saint Lucie, FL 34983 FAX: 772.621.3604 \ THE FLORIDA FIRE PREVENTION CODE, 2004 EDITION IS CURRENTLY ENFORCED. The Code is based on NFPA 1 and NFPA 101, 2003 Florida Specific edition. Jurisdiction: SLC Project Name: Pressure Pro Address: 7300 Commercial Circle Contractor Rexford, Inc. Contractor's Address: PO Box 650099 State: FL Architect/Engineer: Joe McCarty Occupancy Type: Industrial Construction Type: IIB Square feet: 13200 FMO Permit #: B-08-453 Building Permit #: 0808-0064 Phone # 772.569.4087 City: Vero Bch p Code: 32965 one # 772.35 Permit: Required zago, 0 F Permit: Required FFP Permit: Number of stories: 1 Access Box: Required Occupant Load: Access Key Switch: Ne NOTE 1. All revisions, includingonic copy must be received prior to permitting. 2. The Fire Marshal requires our notice on all inspections. i! 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Failed inspections require payment of fee prior to rescheduling of further inspections. 5. Penetrations through rated assemblies shall be of proper UL design. Design criteria shall be submitted a with the construction plans. 6. Fire alarm panels shall be located indoors within a controlled environment. 7. Plans and construction are subject to corrections in the field to maintain code compliance. An electronic version of the construction plans on a CD is required. The file format shall be .pdf only. The CD shall contain a sheet index file. Files shall be separated by discipline. Files names shall match construction documents sheet numbers. Required Revisions Based on site plan requirements both the new and existing buildings shall be protected by automatic fire sprinkler systems. 1. A separate permit is required for the installation of the fire sprinkler system. Monitoring of the fire 1—sprinkler system is required. Zv 2. A separate permit is required for the installation of the fire alarm system. 3. Portable fire protection is not indicated. Provide portable fire protection throughout. DN!0- cnyU nW, n a1et 1 Dx:m=TanYDmm. o=5amvwac Tony Liento . nMI re° r °°' Wceof�e aas-. Derc3W 8.103109'.09.O6 -0q'W Page 1 - St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. Project Name $ P2 Street Address 7 i£ MPer�mitber S r y-/n T e Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desitan Parameters and Assumptions Used: (Please check bl appropriate box.) 1. Florida Building Code 2004 Edition_ Inclusive of 2006 and 2007 revisions. 2. Building Design is (check one) Enclosed Par nclosed Open Building 3. Building Height: a y l R " 4. p sed in Building Design: _ / 3!a 3 second gust 5. Wind Exposure Classification (refe ex re tables in Building Code identified in Line #1): _J3 6. Average Wind Velocity Pressure on xterior Faces of Structure 372 PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure 6-2 PSF 8. Importance/Use Factor (obtain from Building Code): / 17 9. Loads: Floor l 7.6" PSF Roof/dead / S— PSF Roof/live —cJ PSF 10_ Were Shear Walls Considered for Structure (check one): Yes No --,k_(if No, attach explanation) IA. Is a Continuous Load Path Provided (check one): Yes �_ No (if No, attach explanation) 12: Are Component and Cladding Detail Provided (check one): Yes _ No _(if No; attach expltptation) 13. Minimum Soil Bearing Pressure: vCJ PSF �� As witnessed by my seal, I hereby certify that the information included with this certification i t e end correct, to the best of my knowledge and belief. Name: &4.12 f , Certification Av� Design Firm: c6�4 �4R sre,-A&'ays4rt 7,a.e /?:L&x,Date: Florida:. Energy. Ef ciericy. Code,Eor B:uildih9; Constnaction �Iorida�Departn'legit•of•ComrrtinityAffairs..; :;', 0LPi/COM::2004 v? 5'; Eff. ectiy De64?2008-= Form 4bOB.=2004R '. w Method:B:Elwilbplb Trade=,Off.'Compliance•for:Corhm®rciaL Buildings PROJECT SUMMARY ShortDesc: Pressure pro Description: Pressure pro Owner. Address]: COMMERCIAL CIRCLE City: FORT PEERCE Address2: State: FL here Zip: 0 Type: Office Class: New Finished building Jurisdiction: FORT PIERCE, ST LUCIE COUNTY, FL (661100) Conditioned Area: 1000 SF Conditioned & UnConditioued Area: 1000 SF No of Stories: 1 Area entered from Plans 1000 SF Permit No: 0 Max Tonnage 2 If different, write in: ?*4*4( EnergyGauge Summit® v3.14 Incorporating Florida Energy Code Version - FLACCOM 2004 v2.5 Effective Dec 8, 2006 7/3012008 I Page 1 of 6 I 'd 911/'ON AM] :Nllb WdZl:B 8006 'H'Inr Component Design Criteria Result ENVELOPE 71.5 74.5 PASSES LIGHTING POWER 560.0 1,100.0 PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS None Entered PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA RTANT NOTE: An input report of this design building must be submitted with this Compliance Report. EnergyGauge Summit® v3.14 Incorporating Florida Energy Code Version - FLAICOM 2004 v2.5 Effective Dec 8, 2006 7/30/2009 Page 2 of 6 Z 'd 9ll/'ON ANNVI :Nlld &7.[:£ A001 %.,1nP CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are In compliance with the Florida Energy Code Prepared 13y: Robert Weidman Building Official: .,�—? is Date: Date: 4�— I certify that this building is in compliance if Required by Florida law, I hereby Energy Efficiency Code Architect: Electrical Designer: Lighting Designer: Code Date: l the system design is in compliance with the Florida Mechanical Designer. DONALD OBRYON Plumbing Designer. (°) Signature is required where Florida ` professionals. Typed names and regist , contained on signed/sealed plans- :t: Pressure pro Pressure pro Office Zone Building IlTotal Loads: Deshm --73.2 Criteria =70.6 Reg No: Reg No: — egN-LL%�.�.�i�L i� � ,r� Reg No: ramie performed by registered design be used where ail relevant information is Design Toad Heating Cooling 42.00 31.20 Criteria Heating Cooling 40.50 30-10 EnergyGauge summlt® v3.14 Incorporating Florida Energy Code Version - FLNCOM 2004 v2.5 Effective Dec Pa06 3 of 6 7/30/2008 c .A o,II 'ON AUVI :NhV Wgj:6 9006 06,lar Y Description Category at: Pressure pro Pressure pro Office Tradable? Allowance Area or Uugth ELPA CLP (W/Unit) or No. of Units (W) (Soft or f) _ Space Ashrae Description Area Height No. of Design ( Effective Ailo wflT (sq.ft) (ft) Spaces M17u1Sn1 17 Office -Enclosed 1,0o0 8.0 1 560 560 1.100 gn : 560 (VV) :five: 560 (tom yance: 1100 0A :t: Pressure pro Pressure pro Office File: DAYTONABT PASSES Acronym Ashrae bescriotion Area Design Min ComPli- ED (Sq.ft) CP CP ance PrOZO1Spl 17 Office -Enclosed 1,000 4 1PASSES PASSES EnergyGauge Summit® v3.14 inoorporaling Florida Energy Code Version - FIA/COM 2004 v2.6 Effective Dee 8, 2006 7/30/2008 Page 4 of 6 Project: Pressure pro Title: Pressure pro Type: Ofi-tce A File: DAYTONA1i1 ACFI. System Report Compliance Constant Volume Air Cooled No- of Units rOSyl System 1 - Split System < 65000 Btu/hr I .Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IpLV Criteria liance Cooling System Air Conditioners Air Cooled 13.00 13.00 8.00 PASSES Split System < 65000 Btuflt Air handling Cooling Capacity PASSES Air handler (Supply) - 0.80 0.90 System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min C gory Comp llance No Eff Eff IPLV IPL None er Compliance Design Min Design Max Comp Description Category Type eS ry Eff Eff Loss Loss liance None EnergyGouge Summit® v3.14 Incorporeting Florida Energy Code Version - FLA/COM 2004 v2.5 Effective Dee 8, 2006 7/30/2008 page 5 of 6 4 'd 9111 'ON AM] :N11V Ng[:e 8001 '0E'Inr t Category Pipe Dia Is Operating Ing Cond Ins Req Ins [inches] Runout? Temp IB in hr Thick [in] 'Thick [in] in .t. Pressure pro Pressure pro Office T lle: DA'Y TONABEAULTM ) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check infiltration 406.1 lnfihration Criteria have been met ❑ system 407.1 RiVAC Load sizing has been perfozi� Ventilation 409.1 Ventilation criteria ha be met �`v9 ❑ ADS 410.1 Duct sizing d no gn hav a armed ❑ T & B 410.1 T t anc be performed El Motors 414.1 criteria have been met Lighting 415.1 tillg criteria have been met El O & M 102.1 Operation/maintenance manual will be provided to owner ❑ RooflCeil 404.1 R-19 for Roof lleck with supply plenums beneath it ❑ Report 101 Input Report Print -Out from EnergyGauge 1:laCom attached? EnergyGauge Summit® 0.14 Incomorafing florida Energy Code Version - FLAICOM 2004 v2.5 Eltechve Dec S. ge 6 of 6 2006 7/30/200s r 9 'd 9[11'ON AM] :NI IV NgI:e 8006 '06'Inr COMMERCIAL LOAD CALCULATIONS (AOOM. ZONE or BLOCK LOAD) �- Alr CondiOonlnQ Contractors of America 1712 New Hampshire Avenue, NW ' Washington, DC 200D9 PHONE 202 • 483 • 9370 F( FAX 202 a 234 • 4721 i� ESSU9 P20 Phdh. Fml Nam< srno x,rd�aaa.L'c1nt�E2Cl/�L L'IP/'i F _ Fnena I fly: Ciudmuc F7 P/91Z,GE U% ---- ZIP ZI 1. DESIGN /CONDITIONS (COOLING) (Ftme a! Day ) r L--1 Inal) F1Ce • 1�;(X,,••1� d�e—. 1 Creln al lhaida da,-,�4 •R� �' RN�g1 ODUIde OD._. —Colo wb� • / � Qylatdu tlb ®a e.m. q) ) minus llm/ of d•p comcltonminus Inside dryhelaS mJ�— 2. SOLAR RADIATION HEAT GAIN THROUGH GLASS. COOLING LOAD sh.aing.ndru a•ndbl• Nau. END d•ure Sq.. Ft. seller Paccar Glar Factor . X. x . C! V ' • • • x uL A:37` Xy x :: 08 r 41 ..: ....x.. :gg::..x . d :!� 3. TRANSMISSION GAINS Equivalent or Exposure A; FL U Factor 'ramp It �.o Glass x.......... x = x.. ..... = 3 .. Flaws ...... .. .......X ... ......... X — .. Fool .... .. .... ... .n•._......•...% ... • .. 060 4. INTERNAL HEAT GAIN • a. Occupants Number Seaaibid i� x ... SZS x,.. b. Lights & Others • ^ NOTE: Uea sO'/o/ Inatdl90.oat1¢ for lights In rahlrn air tolling. N.P.H.P. Molora ...... Latent x .... :S"L,T . wait. Incenddscenl 1.1911til X3.4 Flodleacant UOlns 7—©c5 x4.1 Load Usage etuh Fedor Faelbr R. .. X..... ............ X. .. X. .... .._......... X....x..... Cp131E2 C MPD7"ans JAl Usage Applldnue! .... • • • • . x .... .x..... oingr ..:::::........... :. ..... X. . -Thin form daalgAcd 10 be used With ACCA Manuel N Page I Sublotal Lalenl . I tt5�0 • r�S5�5 : 1 Kb4-8 Z(-_00 I7tT74Z-- 111dJ-G'ZZ',n I •a 9<<r 'ON AHV1 :Nils wg[:e aooz •oE,INr Jul. 30. 2008 3:I3PM ATTN; LARRY No, 1116 r. a • � L��3G��(u���1.�NawrllnO�NOaVO'IOIdLL�''7aI'I�'!,�1� J' 4964 91 Rnll x' IEilwe. Sm. y _._..._ � . , ....----•-^" ' ' �y Iva ] I J 11 r.y 71� 1 • •J�YI\LL1t 11 R X �l.m--�•"'�'P�IIv�TiCI„•vl • r ��..� . 0 { +lvn...•.. . .. . 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In.b6 ' ' 1 Imlvmyt n r ..ne: Ilr v.op• 1 'l •TI ,Ol.� ImnellaWl nnr•v+• Iran.. ral •nr'. .mrvpn Wme•wnutpl anlln,r vt kW ro ••Iml ! rrx .Ilfin w>=nsmamnOF�d CIVO'1 HI�r NUf11.,7J'!)t '1sj rax �Opd Qh{Y •'nkj1HI71'1 Vd , aIW@fl IF--^ '"°•'^ 99'ax.. , •rL• ..ilia dviaF av )< ' 0�? . V X"' m tunueld• 9G mmnln' N171.1,.a'11,11��%`'C•. _ (vl9 'IAUM �.._....—..—.._mot q�y, J 7„ AD, Ile ay..--'-�-. „t LlI •• In•INveu 9 e^r11 .....,,-•.•�^`_ .�.++""'w•'•'�" It]L Ataan9�M h0.1- I AIRWIIt� {Il RPTI boll h'9rr 4. -- .a•�-.•.^•'•, OV11 Im1911"r m1 ul t•hb ILnQ :•P.' kpl IJ016�C10"1C%N()i�i�._� �— '9 e^Ilvtidbl I Ol1C) F,'W dn.r `. C• r 2 OAF ~ ��•—� ---- d5 ti � oN 7000 ,vao>-�1 ay..L 9 .r....1110 NImD x, .. ' .... .. •!burp. -• av'ox .f,' •ma arua�ar x-.. mlmvns 1 9 *.1 brTln fery., ti VULCAN STEEL STRUCT. 500 VULCAN PARKWAY ADEL, GA 31620 DATE: 6111108 BETLAR,INC. Re: JOB NO. 18779-3 BUILDING SIZE: WIDTH 67 ft. LENGTH 15 ft. EAVE HT : 13.958 ft. JOBSITE : FT.PIERCE,FL 34951 To Whom It May Concern: This is to certify that the above referenced building is designed in accordance with the order documentation, the Thirteenth Edition of the American Institute of Steel Construction (AISC) "Manual of Steel Construction" and the 2001 Edition of'American Iron and Steel Insti- tute (AISI) " Cold Formed Steel Design Manual. "The basic loads of the subject building meet or exceed the minimum county climatic data as published in the.2002 edition of the MBMA " Low Rise Building Systems Manual ". The criteria for application of design loads are follows Governing Code : FBC 04 (with 06 Amendments) Roof Dead Load : 2 psf plus wt. of metal bldg structure Live Load based on the tributary area : 0 - 200 sq. ft......... 20 psf 201 - 600 sq. ft....... See Sec 4.9.1 of ASCE 7-02 over 600 sq. ft........ 12 psf Collateral Load : 0 psf Roof Snow Load : NR Wind Load (3 sec gust) 130 mph Snow Exp. Fac : NR Enclosure Type : Closed Snow Imp. Fac. : NR Wind Exp. Cat : B Seismic Coef SDS : 0.0853 Wind Imp. Factor 1.00 Seismic Coef SDI : 0.0480 Ground Snow Load : 0 psf Seismic Imp. Facl : 1.0 Mapped Spectral Response Acceleration, Ss: 0.0800 Mapped Spectral Response Acceleration, S1: 0.0300 Response Modification Factor: 3.5 Seismic Response Coefficient,Cs: 0.13 This Letter of Certification applies solely to the building and its component parts as furnished by the Metal Building Manufacturer. Doors, windows and louvers are not structural components of the building. It is the responsibility of the owner to determine if wind lock accessories are supplied if required. Certification specifically excludes any foundation, masonry, or general contract work. Sincerely, RICHARD T. SMITH, P.E. Richard T. Smith PE143547 102Main SMtSte8212 Lagrange, Georgia Ph: qR) 808.4874 REVIEWED 8y Richard at 3:55 pm, Jun 18, 2008 J x OW VULCAN STEEL STRUCT. 500 VULCAN PARKWAY ADEL, GA 31620 DATE: 6/10/08 BETLAR,INC. Re: JOB NO. 18779-2 BUILDING SIZE: WIDTH 37 ft. LENGTH 27 ft. HAVE HT-: 14.917 ft. JOBSITE : FT.PIERCE,FL 34951 To Whom It May Concern: This is to certify that the above referenced building is designed in accordance with the order documentation, the Thirteenth Edition of the American Institute of Steel Construction (AISC) "Manual of Steel Construction" and the 2001 Edition of American Iron and Steel Insti- tute (AISI) Cold Formed Steel Design Manual. "The basic loads of the subject building meet or exceed the minimum county climatic data as published in the 2002 edition of the MBMA It Low Rise Building systems Manual ". The criteria for application of design loads are follows Governing Code : FBC 04 (with 06 Amendments) Roof Dead Load : 2 psf plus wt. of metal bldg structure Live Load based on the tributary area : 0 - 200 sq. ft......... 20 psf 201 - 600 sq. ft....... See Sec 4.9.1 of ASCE 7-02 over 600 sq. ft........ 12 psf Collateral Load : 0 psf Roof Snow Load : NR Wind Load (3 sec gust) : 130 mph Snow Exp. Fac : NR Enclosure Type : Open Snow Imp. Fac. : NR Wind Exp. Cat : B Seismic Coef SDS : 0.0853 Wind Imp. Factor : 1.00 Seismic Coef SDI : 0.0480 Ground Snow Load : 0 psf Seismic Imp. Facl : 1.0 Mapped Spectral Response Acceleration, Ss: 0.0800 Mapped Spectral Response Acceleration, S1: 0.0300 Response Modification Factor: 3.5 Seismic Response Coefficient,Cs: 0.13 This Letter of Certification applies solely to the building and its component parts as furnished by the Metal Building manufacturer. Doors, windows and louvers are not structural components of the building. It is the responsibility of the owner to determine if wind lock accessories are supplied if required. Certification specifically excludes any foundation, masonry, or general contract work. Sincerely, RICHARD T. SMITH, P.E. Richard T, Smith PE&43Sl2 102 Main Shea( SW212 Lagrange, Georgia Ph: 906) 8884874 REVIEWED t By RiZld at 3:55 pm, Jun 18, 2008 J ,IT SPECIAL NOTE: ENGINEERING DESIGN CRITERIA GENERAL NOTES BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL 1. MATERIALS ASTM DESIGNATION -VULCAN STEEL STRUCT. WALL COVERING, ROOF SHEETS, AND PERMANENT STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 DATE: 6/ 9/08 BRACING IS INSTALLED. BUILDER / CONTRACTOR IS COLD FORMED LIGHT GAGE SHAPES A570 OR A607 GRADE 55 Job Number: 18779-1 RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING BRACE RODS A572 GRADE 65, UNLESS NOTED HOT ROLLED FY= 650SI OR GRADE 50 SHAPES A36 OR AA792 LSHEETS DESIGNED BY: DURING ERECTION, HE SHALL FURNISH, AND INSTALL ROOF AND WALL A653 ORGRADE72 end User: BETLAR,INC. THESE TEMPORARY SUPPORTS WHERE NECESSARY. BOLTS A307. A325. AND A490 A307 UNLESS NOTED DETAILED BY: SG TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE BUILT-UP MEMBERS A570 GRADE 50 OR 55 Job Location: FT.PIERCE,FL 34951 CHECKED BY. METAL BUILDING MANUFACTURER. 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIEM& PRIMER AND IT'S COLOR IS RED OXIDE. THIS PAW IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. - - 3. A325 BOLT TIGHTENING REQUIREMENTS DESIGN PARAMETERS BUILDING DESCRIPTION: SNOW ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. NOMINAL WIDTH: 80 feet FLAT ROOF SNOW LOAD Pf NR STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE 13th NOMINAL LENGTH: 165 feet GROUND SNOW LOAD Pg 0 EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION 8.2. psf A325 BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN -OF -THE NUT METHOD. EAVE HEIGHT, BACK S.W: 33 feet SNOW LOAD IMP. FACTOR NR ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE EAVE HEIGHT, FRONT S.W. 33 feet THERMAL FACTOR Ct NR INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE M ERECTOR TO ASSURE PROPER TIGHTNESS. ROOF SLOPE, LEFT: 1.0:12 SNOW EXP. FACTOR Ce : NR BLDG 1 ROOF SLOPE. RIGHT: 1.0:12 4. BUILDER/CONTRACTOR RESPONSIBILITIES THE METAL BUILDING MANUF.'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN DESIGN LOADS ENGINEERS STAMP DD THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUF.'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. BUILDING CODE: FBC 04 (WITH 2O06 AMENDMENTS) FRAME SELF WEIGHT: INCLUDED IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUF. STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. ROOF DEAD LOAD: 2 psf THE METAL BUILDING MANUF.'S PLANS SHALL GOVERN. COLLATERAL LOAD: 0 psf IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY LIVE LOAD: 20 psf BLDGL PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. SNOW LOAD, ROOF: 0 psf WIND SPEED: 130 mph APPROVAL OF METAL BUILDING MANUF.'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE 3 sec gust METAL BUILDING MANUF.'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER. WIND EXPOSURE: B "C, KEY PLAN ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUF.'S APPROVAL PACKAGE, CHANGES FROM CLOSURE 0, P" Closed THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, IMP. FACTOR, WIND 1.00 ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE BUILDING CATEGORY If FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUF.'S DESIGN AND DETAILING APPROACH COMPLIES SEISMIC IMPORTANCE FACTOR, Is: 1.0 - WITH THE PURCHASE ORDER. - MAPPED SPECTRAL RESPONSE ACCELERATION, Ss: FLORIDA PRODUCT APPROVAL INFORMATION THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE 0.0800 AND COMPATIBIUTY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUF. ARE TO BE CONSIDERED AND MAPPED SPECTRAL RESPONSE ACCELERATION, SI: APPROVAL # COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANNUF.'S 0.0300 26 GA. PER PANEL Galvalume # FL5346.1 ASSUMPTIONS WILL GOVERN. 26 GA PBR PANEL - POLAR WHITE IIIFL5335.1 RESPONSE MODIFICATION FACTOR, R (FRAMES): THE BUILDER / CONTRACTOR IS RESPONSIBLE TO. INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS 3.5 COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED SEISMIC RESPONSE COEFFICIENT, Cs: 0.13 _ ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUF. DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUF. OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE -SEALED AS TO THE SPECTRAL RESPONSE COEF. "SDS" 0.0853 STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUR IN COMPLIANCE WITH ALL REQUIREMENTS OF THE ( 2 SEC PERIOD ) PURCHASE ORDER. SPECTRAL RESPONSE COEF. "SD1" 0.0480 THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING ( 1 SEC PERIOD ) COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUF.'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY - - SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO SITE CLASS (ASSUMED) D DETERMINE, FURNISH, AND INSTALL - BASIC SEISMIC -FORCE RESISTING SYSTEM MOMENT RESISTING FRAME THE METAL BUILDING MANUR DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED DESIGN BASE SHEAR V = Cs * W OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE - SHEETING SKYLIGHTS FRAMED OPENINGS VENTILATORS LINER PANELS DRAWING RELEASE HISTORY DRAWING, REVISIONS- 26 GA PBR PANEL ry Galvalume ROOF N0. DESCRIPTION COLOR NO SIZE DESCRIPTION N0. DESCRIPTION WALL THICK TYPE DN FT. HT. COLOR DATE Burr REASON FOR PEIFASE REVISION DATE BY .- �DESCRFTION 2�i GA. PBR PANEL -POLAR WHITE WALL N/A 3' X 10'-8 W/TRIM WHITE 07 4' X 4' FO. N/A 9" X 10- VENTS W/BS & DMP. L.E.W. 26 GA. "R" 0' 0' PIN A 01 6'-4" X T-2" F0. F.S.W. 26 GA. "R" d 0 PW - -� .�{ '.., - TRIM WALL-UGHTS O7 12' X 14' FO. R.E.W. 26 GA. "R" 0' 0' PW C r ' 26 GA D N'r- -- HAWAIIAN BLUE GUTTER 01 12' X 12' F0. TYPE INSULATION B.S.W. 26 GA. "R" 0' 0' PINBLANKET \, 26 GA POLAR WHITE DOWNS N0. DESCRIPTION COLOR 01 10' X 10' F0. 26 GA HAWAIIAN BLUE RAKE N/A N/A WHITE 07 8' X 8' FO. NONE 0 BY MFG ❑ BY OTHERS 0 MISC. ACCESSORIES 26 GA. EAVE DOORS/WINDOWS ROOF WALL 26 GA. HAWAIIAN BLUE CORNER BASE CONDITION NO. DESCRIPTION PAINT: RED OXIDE SCREWS: NO. DESCRIPTION 26 GA HAWAIIAN BLUE ACCESS. ROOF: J12x1.25 LLSD N/A NIA / 26 GA. POLAR WHITE BASE FUSH ANGLE 0 NOTCH 0 EPIC TRIMO WALL5:#12x1.25 SIDS , TRIM 0 FL-CEE 0 NONE ® - M I ;f Dia= x I PO! 9p °!o OIO 0 4" oho _I— 2. 1 3/4 1 3/4" 8" 1'-O" DETAIL A Dia= 5/9••X y °! E01 4" ' 2" 1 3/ 1 3/4" 8„ EN Dia--,--, 7/8" \ 93 3" o ®I® —I_ 3" 2" 2" 10" 1'-2" Sw DETAIL E I I 3/4" See Plan See Plan DETAIL B DETAIL F Dia= 5/8" Dia= 5/8" oho f , 4" I p 2" o O o 0 4. �— IIIIII L-1 2" 1 3/4�1 3/4" 8 EW/ EW 1 3/4" DETAIL C DETAIL G Dia= 3/4"y� 8„ \ ®I 8I 0 ®�® —fI1—I 3" 2,.h+F2" 10" Sw See Plan DETAIL D CONCRETE EDGE AND ANCHOR BOLT PROkCTIN 0 I A O a. FINISHED FLOOR l-IR• - _ _ :tip 1R' 1� FIl WIDTH TYP, O.H. DOOR RECESS DETAIL BASE —VT ANCHOR BOLT NOFES- VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATICN ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A NNCTIIN OF CONCRETE STRENGTH AND OTHER FACTORS. ANCHOR BOLT SUMMARY- - --- ---- ----- ---- Total Bend ----- - Qnt Lae ----- DIO Lon Len (in) (in) (in)P(in1) ----- ----- ----- ----- O 12 DJ 5/8" 9.00 3.00 3.00 O 32 EW 5/812.00 3.00 3.00 R➢ 40 RF 3/4" 18.00 3.00 3.00 ® 8 RF 7/8" 19.00 4.00 3.00 FIELD LOCATED: (07) 4' X 4' FO. —2" (01) 6'-4" X 7'-2" FO. (01) 8' X 8' FO. A x HA ®® W EBLB G of `� 0 D D D D D 1H q 1 m 0 � 0 N G 0 o BLDG #1 0 v C r G v M ' o o s U 0 o I N 0 (TJ1 -I m c xE T� gA fTaa el® 4. - � ® e19 o N F F g F F ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) NOTE: * = 1 3/4" Richard T. Smith PE143642 102Main SlreelSM212 Lagrange, Georgia Ph:906) 888.4824 REVIEWED By Richard at 3:56 pm, Jun 18, 2008 J CXI FOR CONSTRUCTION C 3 FOR PERMIT ONLY PROJECT e➢aD• . IGsu . 330 C I FOR APPROVAL ID 19779-1 C 3 OTHER, EXPLAIN PROJECT FT.PIERCE,FL 34951 __________ ADDRESS 01 (1.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD. (2.) FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE AL BUILDING MANUFACTURER. (3.1 ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH ELEVATION AND LOCATION. f4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. (5.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE NOTED. 6.7E7L VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS Y. OITEYSEIUTY TIFOENTRETH�T6i VALUES SNCEHARA FUNCTION CONCRETE ASWELL ASOHERACTORS. Protection of Opening ENDWALL COLUMN: REACTIONS, ANCHOR Ban. & BASE PLATES ------- ------------ ColumnJteacGons (k )------------- F. Col Dead Colt Live Wind -Lek Wind -Right Out-Of-Plvne Wd P Wd S Line Line Vert Vert Vert Horiz Vert Hertz Vert Horiz Horiz 1 A 0.7 0.0 2.1 0.0 -3.9 0.0 -2.4 0.0 0.0 1 B 2.4 0.0 5.5 3.2 -16.4 0.0 -6.0 -7.5 8.2 1 C 2.4 0.0 4.7 3.2 -7.2 3.2 -7.2 -8.0 8.8 1 D 2.4 0.0 5.5 0.0 -6.0 3.2 -16.4 -7.5 8.2 1 E 0.7 0.0 2.1 0.0 -2.4 0.0 -3.9 0.0 0.0 7 D 1.5 0.0 0.0 0.0 0.0 0.0 0.0 -7.5 8.3 7 C 1.7 0.0 0.0 0.0 0.0 0.0 0.0 -8.2 8.9 7 B 1.5 0.0 0.0 0.0 0.0 0.0 0.0 -7.6 8.3 3RACING REACTIONS, PANEL SHEAR f R... Uons (k ) Panel ---Wall-- Col --Wind ---- Seismic- Shear Loc- Line Una- Horz Vert Harz Vert - (lb/fl)-- -_-- L-EW 1 B ,C 3.2 5.6 0.1 0.1 C ,0 3.2 5.6 0.1 0.1 F_SW E 2 ,3 7.6 8.7 0.3 0.3 5 6 7.6 8.7 0.3 03 R_EW 7 Rigid From. At Endwall B-SW A 6 .5 7.6 8.7 0.3 03 3 ,2 7.6 8.7 0.3 0.3 This building is located in a wind-borne debris region. Exterior glazing is assumed to be impact resistant and meet the provisions of the missile test, or they should be protected by impact resistant covering meeting the regirements of SSTD 12, ASTM E 1886 and ASTME 1996 or Miami -Dade PA 201, 202, &203, Openings may also be protected by structural wood panels having a min, thickness of 7/16' and maximum panel span of 8 feet, Attachment hardware and fastening schedule shall be in accordance with the following table, WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS (PLYWOOD) FASTENER FASTENER SPACING (in,) 1.z PANEL SPAN < 2ft 2ft< PANEL SPAN 4ft< PANEL SPAN Gft< PANEL SPAN TYPE <4 ft. <6 ft. <8 ft. #8 Wood screw -based 3 anchor with 2' embedment 16 16 10 8 length, #10 Wood screw -based 3 anchor with 2' embedment 16 16 12 9 length, 1/4' Lag screw -based anchor with 2' emdedment 16 16 16 16 length, SI: 1 inch=25,4 mm 1 foot=305 mm Notes: 1.) This table is based on a maximum wind speed of 140 m.p.h. (63 m/s) and mean roof height of 45 feet (13.716 m) or less, 2,) Fasteners shall be installed at opposing ends of the wood structural panel, 3,) Where screws are attached to masonry or masonry/stucco, they shall be attached using vibration -resistant anchors having a minimum withdrawal capacity of 490 lb. (2180 kN), c. Bolt Base Plate (n 1,k Grout Nd (in) 4 0.625 6.000 10.00 0.500 0.0 4 0.625 9.000 11.00 0.500 0.0 4 0.625 9.000 11.00 0.500 0.0 4 0.625 9.000 11.00 0.500 0.0 4 0.625 6.000 10.00 0.500 0.0 4 0.625 9.000 11.00 0.500 0.0 4 0.625 10.00 10.00 0.500 0.0 4 0.625 9.000 11.00 0.500 0.0 TES FOR REACTIONS Buildingg reaeUona are based on the following building data: Width (ft) = 80.0 Length (tl Ewe HaigfiBt (ft) = 165.0 = 33.0 33.0 Roof Slope ((nse/12) = 1.0 1.0 Dead Lead (Pat) .0 Collateral Lead (par) 0.0 Roof Live Lead a = 20.0 Frame Live Lead p = 12.0 Wind Speed mph) Wind Code = 130.0 ( see gust) (WIM=2006 FBC 04 AMEN Exposure B Closed/Open = C Importance Wind = LOD Importance Seismic = 1.00 Seismic Zone = B Seismic Coeff (F.-S.) = 0.13 Id Description - -------------------- I OL+CL+LL 2 0.60DL+WLI 3 O.6ODL+WR1 4 O.60DL+LnWndt 5 0'6ODL+LaWmd2 6 0.60DL+WP+Lnwndl 7 O.6DD1_+WLI+WS 8 DL+CL+0.75SL+0.75WL2+0.75WS 9 O.60DL+WRI+WS 10 DL+CL+O.75SL+0.75WR2+0.75WS 11 1.O2DL-SeisL LINE FRAME LINE RIGID FRAME: ANCHOR BOLTS & BASE PLATES ------ Frm Col _----- _____________________ Mc. Bolt Base Plate (n77 Grout Line Line No D(in) Wid Len Thk (in) 2 • A 4 0,750 8.000 12.69 0.500 0.0 2 ' E 4 0.750 8.000 12.69 0.500 0.0 2 • Frame lines: 2 6 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col ____ Mc. Bolt Base Plate (in) Gro___ut_____ Line Use - No D(in)_ Wid_ Len_ Thk_ (in)-- 3 • A 4 0750 8.000 12.69 0.500 0.0 3 • E 4 0:750 8.000 12.69 0.500 0.0 3 • Fmme lines: 3 4 5 RIGID FRAME: ANCHOR BOLTS & BASE PLATES ------- Frm Col _----- ____________ Mo. Bolt Base Plate (n __ Grout line Line No O(in) Wid Len 6 (Tn) 7 A 4 0.675 8.000 12.69 0.500 0.0 7 E 4 0.875 8.000 12.69 0.500 0.0 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ---- Dead -----Collateral- ---Live---- ---- Snow------Wind11--- --Wlnd_RI--- Line Line Horiz Vert Horiz Vert Horiz Vert Hertz Vert Horiz Vert Horz Vert 2 • A 1.48 4.55 0.00 0.00 5.62 13.47 0.00 0.00 -15.43 -26.60 0.69 -15.54 2 ' E -1.48 4.67 0.00 0.00 -5.62 13.54 0.00 0.00 -0.69 -15.54 15.43 -26.60 3 • A 1.41 4.28 0.00 0.00 5.27 12.57 O.DO 0.00 -14.43 -24.84 0.61 -14.49 3 • E -1.41 4.30 0.00 0.00 -5.27 IZ63 0.00 0.00 -0.61 -14.49 14.43 -24.84 7 A 1.56 4.77 0.00 0.00 6.02 14.36 0.00 0.00 -16.48 -28.36 0.71 -16.57 7 E -1.56 4.79 0.00 0.00 -6.02 14.44 0.00 0.00 -0.71 -16.57 16.48 -28.36 Frame Column--Wind_L2--- --WMd_R2--- --LnW7ind_1-- --LnWmd_2---Seiemie_L-- -SeiamlcJt-- Line Line Horiz Vert Hera Vert H.Hir Vert Horiz VeR Horiz Vert Horiz Vert 2 A -15.18 -16.00 0.94 -4.76 -1.02 -31.92 -1.81 -27.72 -0.13 -0.10 0.13 0.10 2 ' E -0.94 -4.76 1518 -16.00 1.81 -27.72 1.02 -31.92 -0.13 0.10 0.13 -0.10 3 • A -14.19 -14.93 0:86 -4.44 -0.99 -30.37 -1.73 -26.45 -0.13 -0.10 0.13 0.10 3 ` E -0.86 -4.44 14.19 -14.93 1.73 -26.45 0.99 -30.37 -0.13 0.10 0.13 -0.10 7 A -16.2D -17.05 1.00 -5.07 -1.14 -24.74 -1.98 -20.25 -0.18 -0.14 0.18 0.14 7 E -1.00 -5.07 16.20 -17.05 1.98 -20.25 1.14 -24.74 -0.18 0.14 0.18 -0.14 Frame Column---LnSeis--- Line One Horiz Vert 2 A 0.00 -0.90 2 • E 0.00 -0.90 0.00 -0.90 3 • E 0.00 -0 7 A 0.00 0.0 0.00 7 E 0.00 0.00 2 • Frame lines: 2 6 3 ` Fmme fins: 3 4 5 PE 143547 102 Main Sheet SM212 Lagrange, Georgia Ph: F06) 8864824 REVIEWED By Richard at 3:56 pm, Jun 18, 2008 J C%] FOR CONSTRUCTION C 3 PERMIT FOR PERMIT ONLNLY PROJECT coda• . 165A x 33a C 3 FOR APPROVAL I➢ 18779-1 C 3 OTHER, EXPLAIN PROJECT FT.PIERCE,FL 34951 ----------------- ADDRESS SPLICE BOLTS 'Splice Quan -----Bolt---- Mark Top Bot/Int Type Dia Len SP- 1 4 4 2 A325 0.875 2.50 SP- 2 4 4 0 A325 0.625 1.75 OFLANGE BRACES: FBxxA(1); xx=Inches, (1)=one side only A - L2X2X14G -n 26 I 2'-9 5/16"� 'z�f1. r 12 MEMBER SIZE PIECE WEB DEPTH I WEB PLATE START ENO I IHICKI LENG RF1-1 12.0/31.6 0.164 240.0 31.6/40.0 0.250 103.1 40.0/40.0 0.313 46.3 RF1-2 42.0/32.6 0.250 193.0 32.6/21.0 0.188 240.0 RF1-3 40.0/40.0 0.313 46.3 40.0/31.6 0.250 103.1 RC—R26 1 211_6 �— 21'-6" , 18 —8" 4 fl� ;,GoAvalune SP @ 2'-9 3/16" 3'-6 13/16" 3 -6 73/16" 3 SP @ 2'-g 3/16, 7 SP @� td 7 SP @ 3 _ 6 " [-2'-9 5/16" I 3'-10" 1 I 3'-2" a �D1 m i o- M L I o^ I N ro o ri m 1 � c n I j � N U 3'-8 1 /2" 1 f[�1y��iiL GENERAL NOTES: * NOTICE TO ERECTOR (A)It is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL flange braces and wind bracing must be installed prior to exterior finishes being applied. FB39.5AI,1) o FB349.5AFB466..5AFB4�(1)F841A 11 \/N U Ei RF1-2 ro O U C a] a .110 0 7(') F6q(1) BUILDING CROSS SECTION FOR FRAME LINE 2 6 12 3'-10" I o_ � 3'-2" M I m N M I ^ Q a Ce ° I m 3'-0" _ ° 2'-0" NU 3'-8 1 /2" 3'-3 1 /2" 3'-4 5/8" 1 1110" 6x5/ 16"x 146.0 6x5/16"x 50.5 6x5/16"x189.5 6x1/4" x240.0 6x5/16"x 50.5 6x5/16%146.0 Richard T. Smith PE943547 102 Main SVeel N1212 Lagrange, Georgia Ph: F06) 886 4874 REVIEWED By Richard at 3:56 pm, Jun 18, 2008 DRAWING STATUS VULCAN STEEL STRUCT. I I FOR CONSTRUCTION PROJECT azoo• :RUC axo EXa FOR PERMIT ONLY [I FOR APPROVAL ID 1U779-1 E a OTHER, EXPLAIN PROJECT FT.PIERCE,FL 34951 ------------------ ADDRESS 5" x 12.0 16"x103.4 16"x193.3 16"x238.5 16"x 103.4 5" x 12.0 SPLICE BOLTS MEMBER SIZE Splice Quan -----Bolt---- WEB DEPTH PIECE WEB PLATE Mark Top Bot/Int Tye Dia Len START END THICK LENG RF2-1 12.0 31.6 0.164 240.0 SP- 1 4 4 2 A325 0.875- 2.50 31.6/40.0 0.188 103.1 SP- 2 4 4 0 A325 0.625 1.75 40.0/40.0 0.313 46.3 RF2-2 42.0/32.6 10.250 1193.0 FLANGE BRACES; 32.6 21.0 10.164 1240.0 FBxxA(l)i xx=inches, (1)=one side only A - L2X2X14G 1, RC-R26 2 V-6" ~it4 1 B'-8„ mot` 4 -llg 11.�4., 18'-8" 26 Ga. IRR,GalvatuMe � 4 3 SP Cp 2'-9 3/16" 3'-6 13/16 1 _0" 1'-0' 3'-6 13/16" 3 SP p 2•_9 3/16" 2`_9 5/16" 7 SP @ 3'-6" 7 SP 3'-6,. 2'-9 5/16„ Q1" 12 FB39.5A(1) FB39.5A(1) 1^� F843 5A(1)FB41A 1 E41A(1) FB4.3 FAr1i� ._ _ 12 3'-10" 3'-2" ¢ I 0 0 LO I n I m I 0 N r' N M O 03 I c � I T o � I 0 ry CO U 3'-8 1/2" I `14 3'-3 1 /2" _ �1_m GENERAL NOTES: * NOTICE TO ERECTOR ---------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL flange braces and wind bracing must be installed prior to exterior finishes being applied. F649955A F8oA � - RF2-2 U C a - In C BUILDING CROSS SECTION FOR FRAME LINE 3 4 5 — o — — — U RF2-2 F�4A I 3 -10„ 3'-2" lam o ti I I in 0 N IaLO I- N U Ni 7 i o `o I I in � U 3'-8 1 /2" 3'-3 1 /2" R O 711 Richard T. Smith E PEg43542 182 Main keel Stea212 Lagrange, Gurgla Ph: 686) 888d824 REVIEWED By Richard of 3:56 pm, Jun 18, 2006 ➢RAWING STATUS VULCAN STEEL STRUCT. I I FOR CONSTRUCTION PROJECT enm• x 16Sa z 33A DO FOR PERMIT ONLY C ] FOR APPROVAL I➢ I8779-1 I I OTHER, EXPLAIN PROJECT FT.PIERCE,FL 34951 ------------------ ADDRESS 6"x 146.0 6"x 50.5 6"x189.5 1. x 104.2 6"x 193.3 SPLICE BOLTS Splice Quan -----Bolt---- Mark Top/Bot/Int Type Dia Len _Sp- 1 4 4 2 A325 0.875 2.50 SP.- 2 4 4 0 A325 0.625 2.00 SP- 3 4 4 2 A325 0.875 2.50 'FLANGE BRACES: FBxxA(1>: xx=Inches, (1)=one side only A - L2X2X14G RC-R26 21'-6„ 18 —a„ � —II4., 26 Go, PBR,Galvatume 44 SP 0 2'-9 3/16 3'-6 13/16'�1'-0., 2'-9 5/16" l Q1" 12 3'-10" 3'-2" 0 M M GENERAL NOTES: * NOTICE TO ERECTOR ---------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL flange braces and wind bracing must be installed prior to exterior finishes being applied. PIECE 31.7/40.0 0.250 101.1 40.0/40.0 0.313 48.3 RF3-2 44.0/33.7 0.250 193.1 33.7/21.0 0.188 240.0 RF3-3 21.0/33.7 0.188 240.0 33.7/44.0 0.250 193.1 RF3-4 40.0/40.0 0.313 48.3 40.0/31.7 0.250 101.1 —6 13/16" 3 SP 0 2'-9 3/16" ASP 0 3'—r„ 6x5/16"xl46.0 6x5/16"x 50.5 6x5/1 6"xl 89.4 6x1/4" x240.0 6x1/4" x240.0 6x5/1 6"xl 89.4 6x5/16"x 50.5 2'-9 5/16"� 1"1y 12 1011 13'-4 5/8" 71'-6 3/4" 3'-4 5/8"1 1 1 10" BUILDING CROSS SECTION FOR FRAME LINE 7 3'-10" 3'-2" 3'-8 1 /2" 3'-3 1 /2" C I FOR CONSTRUCTION CXI FOR PERMIT ONLY C 7 FOR APPROVAL C I OTHER, EXPLAIN I 6x3/8" x 12.0 6x5/16"x101.4 6x5/16"x193.4 6x3/16"x238.6 6x3/16"x238.6 6x5/16"x193.4 6x5/16"x101.4 6x3/8" x 12.0 IL Richard I Smith PE943547 102 Main Street Ste#212 Lagrange, Georgia Ph:606) 8BU874 REVIEWED By Richard at 3:56 pm, Jun 18, 2008 FT.PIERCE,FL 34951 I -( C 1/2'xi 1/4' I A307 BOLT: (TYP. U.N.) to 0 I I 0 A o -L�jL `FLANGE BRACE (IF REG) SEE FRAME CROSS SECTION FOR LOCATIONS 6 BOLTS —TOTAII TIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY PURI LAP BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS FLO-LOC GRIP EYEBOLT/ HILLSIDE/ FLAT - WASHER DETAIL 'A' �-R12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE PMLTNS /-%12 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND RIME. 014 STITCH FASTENERS MASTIC x0• D/c TAPE DETAIL 'PBR' ROOF PANEL ATTACHMENT DETAIL 'PBR' ROOF PANEL PROFILE E-4 RF1-1 E- F2-1 E-2 F2-1 E-2 1 RF2-1 E-2 1 RF1-1 E-3 RF3-1 w P-1 T P-2 RF2-2 O P-3 i P-3 T G RF2-2 P-2 T P-2 Nest P-4 T e1 c N wl ER-1 RF1-2 RF2-2 z z P-2 Nest RF1-2 RF3=2 r M 12) DIDRF3-3 n wl 1 P-2 Typ P- Nest FI-2 i6 CB P-3 Typ RF2-2 z P-q Typ RF1-2 P-5 Typ P-3 TYP P-2 Typ i c v ER-1 P-2 es Qy 4 F2-2 R172-2 Cep n I 'El IN E-i 1 RF1-3 3'-1 3 a•],-1 3/4• E-2 1 RF2-1 1 -1 J,•-1 3/4" -2 ROOF ) F2-I 1•-1 ]-1 ] 4' FRAMING E-2 PLAN 1 F2-1 i -1 J[}--.-1 3,14 E-2 N RF1-3 3-1 -3 BLDG 2 3 74 E 3 FOR CONSTRUCTION EX] FOR PERMIT ONLY E I FOR APPROVAL E I OTHER, EXPLAIN ------------------ P-2 10X25Z16 30'-6 1 P-3 OEM 28'-6 1 P-4 1OX25Z13 1 33'-1 1 P-5 10X25Z13 33- 7 1 E-1 1OE375D14 29'-11 E-2 10E375D14 26-2 1 E-3 IOE375D14 29'-11 E-4 lOE375014 29'-11 0 = USE PC-1 CUP ®EAVE STRUTS W/(4) 1/2" X 1 1/4- A307 BOLTS © = 1/2- X 1 1/2" A325 BOLTS THESE EAVE STRUTS TO COLUMN CONNECTIONS THE REMAINDER ARE 1/2' X 1 1/4" A307 BOLTS. IO (B Richard T. Smith PE#43W NEST PURLINS 102 Main SUM Sle#292 N� Lagrange, Georgia PkF08)844874 REVIEWED By Richard of 3:56 pm, Jun 18, 2008 m SEAL ROOF SHEETING PANELS: 26 Cc. PBR - Galvalume som, x 165E x 310 18779-1 FT.PIERCE,FL 34951 rt 1/2'x11/4' BRACE CABLE ASSEMBLY I A307 BOLTS CABLE HARDWARE FACT13RY ATTACHED DETAIL (TYP. UN.) A' SYMMETRICAL AT BOTH ENDS /-eI2 MEMBER GASTENFRS to 0 t o I o a - B, -------- - - I I - - - �412 I¢nBER GAsr s FLO-LOC GRIP PANEL FASTENER SPACING AT EAW STRUTS ENDLAPS, AND BASE P14 0 o srircw FAsrENENsM�nc FLANGE BRACE CABLE 20" a/c (IF NEW EYEBOLT SEE FRAME CROSS SECTION FOR LOCATIONS LSID DETALL •A• 6 BOLTS TOTA H[LFLA ADDITIONAL HOLES ARE PRESENT FOR WASHER NUT 'PBR' WALL PANEL ATTACHMENT DETAIL ALIGNMENT PURPOSES ONLY c rl GENERAL NOTES: 1.) IF CABLE BRACING, WIND B IDE WALL COLUMNS WERE NOT PANEL ACTION IS SUFFICIENT TO SHOULD BE PROVIDED BY EREC' 'PBR' WALL PANEL PROFILE 1 165'-0"OUT-TO-OUT OF STEEL 2 3 4 5 6 30'-0" 26'-3" 26•_3" 26•_3" 26'-3" 30'-0" le E-1 ' 4 E-2 I E-2 ' E-2 1 E-2 E-3 3-10" G-22 6-29 C-P9 G-29 G-29 G-40 3-2. G-21 G-28 G-P9 G-29 G-39 G-28 5-0. I G-20 0-30 G-31 G-38 C-31 _3 ces 5'-0" 6 G-19 G-28 G-29 G-37 G_ 9 G-29 G-32 -29G OH-1 G-29 G-29 -36 G- - GG- G 3-8 I/2' G-24 � � G_ G-29 _ G-34 oNf ao I/2G-1 G-23 -27 G-33-7 G-29 G - 2 7 C H3 1 —G---2265 — E ---- --— I D4 -- -- I I------ I----- I 3 E I EC-5 RF1-3 2'-O"u 12'-0" 16'- GIRT 2'-I 3/4' LAPS z 13/4' RF2-1 RF2-1 RF2-1 3/4' 2'-I 3/4" 2'-I 3/4" ~4'-I 3/4• 13/4' — 2 1 3/4' SIDEWALL FRAMING: FRAME LINE E (Gutter with 7 RF1-3 RF3-4 13'-6" .1 12'-0" .1:-6" 2-I 3/41— 2 -I 3/4' O O O i 1 1 'I o I . I iq o n I I I J < 0 m f m m 000000000a0000000000000000000 0000000o B I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 m N m N m N m N m N m N m N m N M N m N o, N o, N m N o, N m N m N m N m ry m N m N m N m N m N m N m N c, N m N m N m N m N m N m N m N o, N M N m N m N m N '� ?� Ol ri •� m C •' O N � i' '6] I N tV N tV M I R I 2 3 --------------OPEN FOR MASONRY — — — — — — — — — — — L — — — — — — ,I WEAK AXIS DESIGN OF )ETERMINED THAT DIAPHRAGM ICES. TEMPORARY BRACING ROOF PANELS ARE INSTALLEI STEEL 8INE SIDEWALL SHEETING & TRIM: FRAME LINE E PANELS: 26 Go. PBR - POLAR WHITE 2 DTR 20'-3" 3 DTR 14'-9" 4 DTR 4'-9" 5 CTR 20'-3" 6 CTR 9'-2" 7 RVCB 6" 8 RVGE 6" 9 RVEG 20'-3" 10 RVEG 5'-3" 11 JTR 10'-2" TM50 TM50 DJ-3 1Ox35C16 15'-B" DJ-4 1Ox35C14 15'-8" DH-1 1Ox35C16 12'-0" E-1 lOE37SD14 29'-11 1/ E-2 10E375D14 26'-2 1 2" E-3 10E375D14 29'-11 1/2" G-17 1OX25C16 1'-8" G-18 1OX25Z16 1'-8" G-19 1OX25Z13 32'-1 1/2 G-20 1OX35Z12 32'-1 1/2„ G-21 1OX25Z13 32-1 1/2" G-22 10X25Z14 32'-1 1/2" G-23 1OX25C16 15'-8" G-24 1OX25Z15 17'-10" G-25 1OX25Z16 17'-10" G-26 1OX25Z16 16'-0' G-27 1OX25CI4 26'-2 1/2" G-28 10X25Z15. 30'-6 1/2" G-29 1OX25Z16 30'-6 1/2 G-30 1OX35Z14 30'-6 1/2" G-31 1OX35Z16 30'-6 1/2" G-32 1OX25Z14 30'-6, 1/2" G-33 IOX25Ci6 13'-2' G-34 1OX25Z14 15'-4" G-35 1OX25Z16 15'-4" G-36 1OX25Z16 13'-6" G-37 1OX25Z13 32-1 1/2" G-38 1OX35Z12 32'-1 1/2 G-39 1OX25Z13 32'-1 1/2" G-40 10X25Z15 32'_1 1/2" ] 8 0 = USE PC-1 CLIP ®PAVE STRUTS W/(4) 1/2" X 1 1/4" A307 BOLTS 8 5 Richard T. Smith PE043541 302 train Sfraaf Sfe1212 Lagrange, Georgia Ph: 606) 8884874 REVIEWED By Richard at 3:56 pm, Jun 18, 2008. 13 FOR CONSTRUCTION [XI FOR PERMIT ONLY C 3 FOR APPROVAL 13 OTHER, EXPLAIN -------------- UUM x Imu x aw 18779-1 FT.PIERCE,FL 34951 ur rc u' SEE FRAME CROSS SECTION FOR LOCATIONS 6 BOLT— T A➢DITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY n GENERAL NOTES: BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS FLO-LOC GRIP CABLE EYEBOLT HILLSID FLAT WASHER NUT 165'-0"OUT-TO-OUT OF STEEL 6 5 4 3 2 30,-0" 26•-3" 26'-3" 26'-3" 26'-3" 30'-0" 1'-2" E_2 I E_2 E-2 1 E-2 1 -4 IB G-40 G_46 G-29 G-29 G-29 G-29 G-29 G-28 0-52 3 -2" G-2 -29 -49 G-47 G-30 G-31 G-31 G-30 G-51 5'-0" I Pg`S 0-30 G-31 G-51 G-47 G-31 G-30 5'-0" I G-46 G-28 G-29 G-29 G-50 G-45 G-29 G-29 G-49 G-29 4 G8� G-27 G-28 7 3 -3 1/2" G-44 G-27 G-27 G-48 4•-0" 4•_G" G — — = 2 — — — — — — I I — — — — Z — — — — — — — I H RN— I GIRT LAPS IT NI Rhl-1 RF2-1 RF2-1 RF2-1 RFI-1 2•-1 3J�_ 2'-1 31 _ 2'—I 3 s' y-1 3,6T , 2•-1 3 4;d 3 —1 3/4" 2 —1 3/4• 2 —1 3/4" 2 —1 31V 2 —1 3/4• SIDEWALL FRAMING: FRAME LINE A (Gutter with 7 downspouts) EC -1 O O G O O -O O o O G 0 0 0 1 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 G C 0 0 0 0 "0 0 0 0 o 0 0 0 0 C 0 c o� N uI N N N o� N N N N N N N N N m N m N N N N N N N N N N N N N N N N N N N m N m N m N m N a N m N m N m N a1 N a N m N m N m N m N o� N m N m N o+ N a N o, N a, N a, N m N m N o+ N a N m N m N o• N a N m N m N m N m N m N m N 2 OPEN FOR MASONRY CTR TM50 E-3 10E375D14 29'-11 E-4 t0E375D14 29'-11 G-27 1OX25C14 26'-2 1 G-28 1OX25ZI5 30'-6 1 G-29 1OX25Z16 30'-6 1 G-30 1OX35Z14 30'-6 1 G-31 1OX35Z16 30'-6 1 G-40 IOX25Z15 32'-1 1 0-44 1OX25C13 29'-11 G-45 IOX25Z14 32'-1 1 G-46 1OX25ZI3 32'-1 1 G-47 1OX35Z12 32'-1 1 G-48 1OX25Cl2 29'-11 G-49 1OX25Z13 32'-1 1 G-50 1OX25Z12 32'-1 1 G-51 1OX35Z12 32'-1 1 G-52 1OX25Z14 32'-1 1 B-4 0.5000BL 30'-10" O - USE PC-1 CUP ®SAVE STRUTS W/(4) 1/2" X 1 1/4" A307 BOLTS 3 Rtard T. Smith PE . S47 102 Main Street Ste4212 Lagrange, Georgia Ph:1708J 888.4874 ------------------------------------------ SIDEWALL SHEETING & TRIM: FRAME LINE A REVIEWED PANELS: 26 Ga. PBR - POLAR WHITE By Richard at 3:56 pm, Jun 18, REVISIONS DRAWING STATUS VULLAN STEEL STRUCT. WEAK AXIS DESIGN OFDESCRIPTION- DATE DTLR DATE LHKR APPD C I FOR CONSTRUCTION C%I FOR PERMIT ONLY PRMA'. 16Ba . asa ITHAT DIAPHRAGM C 1 FOR APPROVAL 18OJECT ID 77 9-1 R CES- TEMPORARY BRACING ROOF PANELS ARE INSTALLED. C ] OTHER, EXPLAIN PROJECT FT.PIERCE,FL 34951 ------------------ ADDRESS CABLE BRACE DETAIL NOTE- EYEBOLT, FLO-LOC, FLAT WASHER, HILLSIDE WASHER 6 NUT ATTACHED TO CABLE BY FACTORY. GENERAL NOTES: &IF CABLE BRACING FOR END SEEN DETERMINED THAT DWPHRAI 12 12 GIRT 3[ I• -I 3/t 1'-t 3(� LAPS 1•-1 3/4� 1 -I 3/4 1' ENDWALL FRAMING: FRAME LINE 1 lE N N !a 'i N � m •i N 1IJ � _I N N N N M M M M M M M M N 'I 14 in N i N tV i m N N �'N1 M M M YI C, M N N N N OPEN FOR MASONRY I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —J ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 GD. PBR - POLAR WHITE J DRAWINGS IT HAS RESIST BY ERECTOR UNTIL 1 "L" 12 C 3 FOR CONSTRUCTIE CXI FOR PERMIT ONLY C 3 FOR APPROVAL C 3 OTHER, EXPLAIN -----------------. 4 I VRT 150-3. I TM11 EC-2 W10X45 33.-2 3/8" EC-3 W10X45 34'-10 1 16" EC-4 W10X45 33'-2 3/8" EC-5 W10X12 31'-7 3/16" ER-1 W8X10 40'-1 11/16" G-1 8X25C16 19'-1 1/2" G-2 8X25Z16 20'-3 1/2" G-3 8X25Z16 21'-1 1/2" G-4 8X25C16 19'-11 1/2" G-5 8X25Z16 22'-3 1/2- G-6 SX25Z16 20-3 1/2" G-7 SX25Z16 21'-1 1/2" CB-1 0.312C3L 25'-8" CB-2 0.375CBL 27'-6" ENDVALL RAFTER COLUMN, IF PRESEN�- 1 SEE ENDVALL DRAWING FOR BUILT ➢IA AND TYPE RAFTER SPLICE is AT SURFACE CHANGE Richard T. Smith PE443541 102Mainkeel5fe8212 Lagrange, Georgia Ph: F06) 888.4814 REVIEWED By Richard at 3:56 pm, Jun 18, 2008 VULCAN STEEL STRUCT. PROJECT I BUY x 165A • 332 ID 18779-1 PROJECT I FT.PIERCE,FL 34951 ADDRESS GENERAL NOTES: (1.) IF CABLE BRACING '.-ffI - 12 RA SSSj G-10 I gF3- J �I _ G-9 G-5 II I G-9 G-5 a II rr I G-9 G-5 I II 7 G-9 G-5 II I r._a G-5 GIRT LAPS RA I 1 "� 12 I RF3-2 ZZ -4 _ G-5 3 G-14 I I I I ] EC-6 EC-7 EC-8 I^ 8'-0" I 10'-0" _ IN 1 -1 3/4• 1 -1 3/4' 1 -1 3/4" ENDWALL FRAMING: FRAME LINE 7 12 4 5 0 4 5 1 12 12 Q jp M W I I cl - I I ,p I n I ^ Rl 0 I m m m N N N N N N N N N N m N N N N A N OI i tO ; M O0 I I I I I I I I I I I I I I N N N N N N N O O O O O O O O 7 O - — — — — OPEN FOR MASONRY 1 z — — — — — — — —— BLDG (j3 STEEL UNE ENDWALL SHEETING & TRIM: FRAME LINE 7 PANELS: 26 Go. PER - POLAR WHITE V DRAWINGS IT HAS ) RESIST BY ERECTOR UNTIL 2 DTR 8-3. 3 DTR 2'-3" 4 VRT 20'-3" 5 VRT 5" 6 VPB 1'-4" 7 JTR 6'-2" Richard T. Smith PE943541 102Main tail SM113 Lagrange, Georgia Ph:1788) 888.4814 REVIEWED By Richard at 3:56 pm, Jun 18,.. 2008 I I FOR CONSTRUCTION CXI FOR PERMIT ONLY t I FOR APPROVAL pROJECT eono . 165A • 33.0 ID 19779-1 PROJECT FT.PIERCE,FL 34951 E 3 OTHER, EXPLAIN --------- -------- ADDRESS TM21X TM21X TM21X TM71 TM11 TM39 TM31 EC-7 WIOX49 33'-4 1/2" EC-8 W10X45 30-11 1/4' DJ-5 8x35C16 10'-8" DH-2 8x35C16 10'-0" G-4 BX25C16 19'-11 G-5 8X25Z16 22'-3 1J2" 1 2" G-8 8X25C16 19'-1 1/2" G-9 8X25Z16 20'-3 1/2 G-10 8X25Z16 21--1 1/2" G-11 8X25C16 7'-8" G-12 8X25Z16 W-10" G-13 8X25Z16 20'-3 1/2" G-14 8X25Z16 21'-1 1/2" G-15 8X25C16 10" 1/2'xl 1/4' PC-1 (IF REO) SEE ROOF FRAMING 0R LOCATION 3 3/4' A307 BOLTS GIRT OOOR SLOT [N WED TO ISIDE NSE EAVE STRUT RIGID FRAME COLUMN O GIRT JAN9 D➢OR HEADER H AND EYEH0.T NUT m EYEBOLT O O O O O O jL j�C 7 <CLI L FLAT WASHER 1/2•x1 I... FLANGE C-5 CLIP DOOR JAMB DOOR JAMB C-6 CLID 1/2'xl I/4 A307 BOLTS 1 3• F� CABL LLSIOE WASHER COLUMN OR A307 BOLTS EXTENSION SECTION ELEVATION RAFTER WEB \—FLO-LCC I/ X11/4' GRIP EAVE STRUT TO J 4 RIGID FRAME G[RT TO K2 ODOR JAMB A3o7 �T/NJf L 6 DOOR JAMB TO WALL GIRT DOOR HEADER TO M 1 Ql DIAGONAL CABLE, EYEBOLT END DOOR JAMB # 12 SCREW #14 X 7/8' 1 PER PURLIN LAP TEK # 14 X 7/8 LAP TEK DIE -FORMED rr RIDGE CAP L # 12 SCREW CTR (20' O.C.) VRT (12, O.C.) 6 PER PEL) WALL SrDEWALL COLUMN TAPE PER PANEL PANEL SEAL ROOF 14 X 7/ I CABLE FLO-LOC GRIP cOLUMx OR RAFTER vEB II # 12 SCREW PANEL 6 PER PANEL LAP TEK I p•p,G 4AN _naLSmE — -- I STEEL LINE WASHER II0 0 I# 14 X 7/8 L 2X4X36G TAPE 4' "�o EYEBOLT o II LAP TEK RAKE ANGLE C24' O.C.) SEAL WALL SLOT tN VEB TO T INSERT HILLSIDE WASHER ABOIL�TS O/S CLOSURE ��IPANEL WASHER 6 EYEBOLT BASE PLATE ENDWALL PLR3IN PURLIN STEEL LINE //\\ /fl7\ DIAGONAL CABLE PLAN ELEVATION PANEL ROOF PURLIN M 11 12, 12, M 19 I M r J �(- EYEBOLT END R2 ANCHOR BOLTS AT SIDEWALL COLUMN @ GABLE @ RIDGE @ CORNER -OUT -OUT )K- 0 THRU 2-12 PITCH = 4' )2 THRU 4,12 PITCH = 5' ME M.. WALL I p¢-row¢p RuwE rAnE MAmc cwu ,n Ile. Enos # 14 X 7/8 #12 SCREW PANEL II M � LAPTEK JTR I I RopF FASIFNFR I/S CLOSU E _= 1(4 M RP M m0 J/�2 1- WALL PANEL I �" 51"`" TAPE SEA / V,aD• �Ao 4- ,jtv�Di Eiso I I STEEL LINE U" 1° `PB C ROOF GUTTE PANEL (li REO'0. PER I I ecw) (a Rip PER I�p f STRAP #12 SCREW (sEE xoRs) — STEEL ` 36' D.C. 6 PER PANEL uldxno�o;RxER tCreNER I LINE #12 SCREW I - RVE #12 SCREW NOTES: - CEE JAMB Nap RIM U REA'0.tro ME) 6 PER PANEL 1. START AND STOP AND RAKE O NG I HT B(p(o RniT I) RFRT> FA Npq ,/E wn1T l EAVE STRUT CORGUTrNERS A H OUTSIDE AT BUILDING CORNERS AND ALIGN WRH OUTSIDE EDGE OF WALL PANEL AT CORNERS. 2. CORNER BOX CAN BE USED ON y�EOmEWREp, NOTE L # 14 X 7/ W.L ROOF SLOPES. .[x CEE ROOF AND WALL (z REa'R�n9. UN.) LAP TEK1pQ�" HEADER PANELS OMDTEO 114V/8 W TEX la. O.C. I FOR OLAROY. WALL PANEL CORNER BOX INSTALLATION M31 M33 EAK BOX INSTALLATION TM39 TM50 @ EAVE_GUTTER @ JAMB_R @ HEADFnRMFn TM52 Richard T. Smith PES4J642 102 Main Street Steg112 Lagrange, Georgia Ph: (f06) 88.4824 REVIEWED By Richard at 3:56 pm, Jun 18, 2008 1. SEE FRAMING ELEVATIONS FOR HEAD TRIM, HTX4'-3' GIRT QUANTITY AND ELEVATIONS JAMB TRIM, JTRX4'-2' 2. SEE DETAILS FOR BOLT AND SILL TRIMS HTX4'-3' FRAMING REQUIREMENTS. R FIELD CUT AND VORK GLRTS, PANELS, AND TRIM AS REQUIRED. (7) FIELD LOCATED 4' x 4' FRAMED OPENING L SEE DETAILS FOR BOLT AND HEAD TRDkHTX➢'-3' FRAMING REQUIREMENTS, JAMB TRIKJTRX9-2' 2. FIELD CUT AND WORK GIRT$ PANELS, AND TRIM AS REQUIRED. (1) FIELD LOCATED 8' x 8' FRAMED OPENING I-GIR (FIELD CUT FLG IF NECESSARY) 1N10 x I. SDS 1'-0 D.C. (TYP) :H16D L SEE DETAILS FOR BOLT AND HEAD TRIMHTX6'-7' FRAMING REQUIREMENTS JAMB TRIMIJTRX7-4' 2. FIELD CUT AND WORK GLRTS, PANELS, AND TRIM AS REQUIRED. (1) FIELD LOCATED 6'-4 x 7'-2 FRAMED OPENING f JAMB HEADER C-6 CL[ OPENING BOLTS, 1/2 x 1 1/4 A-307 H1 HEADER TO JAMB CONNECTION C-6 'IAMB SILL CLIP OOPENING I C-6 CLIP BOLTS. 1/2 x 1 1/4 A-307 S1 SILL TO JAMB CONNECTIDN IRT C-7 CLIP _ Rey OPSIUEG PC JAMB 102 BOLTS- 1/2 x 1 1/4 A-307 Lag T 2 TOP OF JAMB TO GIRT CONNECTDON JAMB LIB P FO ILq GIRT BOLTS 1/2 x 1 1/4 A-307 G1 GIRT TO JAMB CONNECTION ,hard T, Smith 13547 lain keef Sf02 Inge, Georgia Ph: (RGBJ 88MB74 REVIEWED 3y Richard a13:56 pm, Jun 18, 2008 ENGINEERING DESIGN CRITERIA GENERAL NOTES SPECIAL NOTE: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL 1. MATERIALS ASTM DESIGNATION VULCAN STEEL STRUCT. DATE: 6/10/08 WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER / CONTRACTOR IS STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 COLD FORMED LIGHT GAGE SHAPES OR A607 GRADE 55 Job Number: 18779-2 DESIGNED RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING A570 GRADE 65, UNLESS NOTED HOT ROLLED MILL SHAPES A36 OR A572 FY- 36 KS] OR GRADE BY: DURING ERECTION, HE SHALL FURNISH, AND INSTALL 50 ROOF AND WALL SHEETS A653 OR A792 GRADE 50 End User: BETLAR,INC. DETAILED BY: SG THESE TEMPORARY SUPPORTS WHERE NECESSARY. BOLTS A307, A325, AND A490 A307 UNLESS NOTED BUILT-UP MEMBERS A570 TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE GRADE 50 OR 55 --Job Location: FT.PIERCE,FL 34951 CHECKED BY: METAL BUILDING MANUFACTURER. 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND ITS COLOR Is RED OXIDE THIS PAIS NOT INTENDED FOR LONG TERM EXPOSURE TO THE REMENTS. INT 3. A325 BOLT TIGHTENING REQUIREMENTS DESIGN PARAMETERS _ - BUILDING DESCRIPTION: SNOW ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE NOMINAL WIDTH: 37 feet FLAT ROOF SNOW LOAD Pf NR STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE 13th NOMINAL LENGTH: 27 feet GROUND SNOW LOAD Pg 0 psf EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION 8.2, A325 BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN -OF -THE NUT METHOD. EAVE HEIGHT, BACK S.W: 14.917feet SNOW LOAD IMP. FACTOR NR ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE SAVE HEIGHT, FRONT S.W: 18 feet THERMAL FACTOR Ct NR Hi INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE BIL ERECTOR TO ASSURE PROPER TIGHTNESS. ROOF SLOPE, LEFT: 1.0:12 SNOW EXP. FACTOR Ce NR ROOF SLOPE, RIGHT: Q 4. BUILDER/CONTRACTOR RESPONSIBILITIES THE METAL BUILDING MANUF."S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN DESIGN LOADS ENGINEER'S STAMP DD THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUF.'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. BUILDING CODE: CMEND0MENTS) (WITH 2O06 A FRAME SELF WEIGHT: INCLUDED IN IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUF. STRUCTURAL PLANS D PLANS FOR OTHER TRADES. MI ROOF DEAD LOAD: 2 psf THE METAL BUILDING MANUF.'S PLANS SHALL GOVERN. COLLATERAL LOAD: 0 psf BLDG Z IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY LIVE LOAD: 20 psf PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. SNOW LOAD, ROOF: 0 psf APPROVAL OF METAL BUILDING MANUF.'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE WIND SPEED: 130 mph METAL BUILDING MANUF.'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER. 3 sec gust WIND EXPOSURE: B KEY PLAN ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUF.'S APPROVAL PACKAGE, CHANGES FROM CLOSURE C, O, P" Open THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL ENGINEERING IMP. FACTOR, WIND 1.00 AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE BUILDING CATEGORY 11 : FABRICATION AND OR SHIPPING SCHEDULE, AS LONG AS THE MANUF.'S DESIGN AND DETAILING APPROACH COMPLIES SEISMIC IMPORTANCE FACTOR, Is: 1.0 WITH THE PURCHASE ORDER. MAPPED SPECTRAL RESPONSE ACCELERATION, Ss: FLORIDA PRODUCT APPROVAL INFORMATION THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE 0.080E APPROVAL # AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUF. ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER MAPPED SPECTRAL RESPONSE ACCELERATION. S1: / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANNUF.'S 0.0.3030E 26 GA PER PANEL Galvalume # FL5346.1 ASSUMPTIONS WILL GOVERN. RESPONSE MODIFICATION FACTOR, R (FRAMES): THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS 3.5 COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED SEISMIC RESPONSE COEFFICIENT, Cs: 0.13 ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUF DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUR OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE SPECTRAL RESPONSE COEF. "SDS" 0.0853 STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUF IN COMPLIANCE WITH ALL REQUIREMENTS OF THE ( 2 SEC PERIOD ) PURCHASE ORDER. SPECTRAL RESPONSE COEF. "SDI" 0.048E THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING ( 1 SEC PERIOD) COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUF.'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO SITE CLASS (ASSUMED) D DETERMINE, FURNISH, AND INSTALL BASIC SEISMIC -FORCE RESISTING SYSTEM MOMENT RESISTING FRAME THE METAL BUILDING MANUF. DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED DESIGN BASE SHEAR V = Cs • W OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY RAVE ON THE SYSTEM IN GENERAL ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE SHEETING SKYLIGHTS FRAMED OPENINGS VENTILATORS LINER PANELS DRAWING RELEASE HISTORY DRAWING REVISIONS 26' GA PBR PANEL - Galvalume I ROOF NO. DESCRIPTION COLOR NO. SIZE DESCRIPTION NO DESCRIPTION WALL THICK TYPE UN FT. HT. COLOR DARE sea REASON FOR RRFASE REVISION DATE BY DESCRIPTION GA PANEL - N/A WALL N/A 3' X 10'-B W/TRIM WHITE N/A 9" X 10' VENTS W/BS & DMP. LE.W. 26 GA "R" 0' 0' PW A " TRIM F.S.W. 26 GA. "R' 0' O' PW e — WALL -LIGHTS R.E.W. 26 GA. "R" 0' D. PW Smith '- 26-GA N/A GUTTER BLANKET TYPE INSULATION B.S.W. 26 GA "R" 0' O' PW 26 GA N/A DOWNS NO. DESCRIPTION COLOR 26 GA HAWAIIAN BLUE RAKE N/A N/A WHITE DOORS/WINDOWS NONE ® BY MFG❑ BY OTHERS ❑ MISC. ACCESSORIES 26 GA HAWAIIAN BLUE SAVE NO. DESCRIPTION ROOF N/A WALL N/A 26 GA N/A CORNER BASE CONDITION PAINT: RED OXIDE SCREWS: 40 DESCRIPTION 26 GA. N/A ACCESS. ROOF: #12X7.25 LLSD 6'-0" X 27'-0" Ig. EAVE CANOPY ON BSW WIND SO Xc a ANGLE 01 NOTCH ❑ SPC TRIM❑ WALLS: N/A RIGID FRAME ON THE HIGH SIDE RIGHT ENOWAIL 6 INSET 15'-8' K L TRIM ❑ FL-CEE ❑ NONE ® M GENERAL NOTES UNE R1 )�E�SENTATnIOE OF ENGINEERSONAL OF Al- IISFFOR METAL BUILDING ONLY AND DOES NOT D. N2ETALOUN FOUNDATION MANUFACTURER. AND CONSTRUCTION ME NOT THE RESPONSIBILITY OF THE R.T ANCHOR sous SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN BOTH EVATON AND LOCATION. I4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. (S.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE NOTED (6.1 VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ME SUGESTED LENGTHS ONLY. R IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. Protection of Opening This building is located in a wind-borne debris region. Exterior glazing is assumed to be impact resistant and meet the provisions of the missile test, or they should be protected by impact resistant covering meeting the regirements of SSTD 12, ASTM E 1886 and ASTME 1996 or Miami -Dade PA 201, 202, &203, Openings may also be protected by structural wood panels having a min. thickness of 7/16' and maximum panel span of 8 feet. Attachment hardware and fastening schedule shall be in accordance with the following table. Buldim based on the fdlosing budding data: Width (ftl = 37.0 kne9N () t w(R) 27.0 = 14.9/18.0 Slaohh Roof Slope Pae/12) Dead Load pat) = 20 Collateral lmtl (p;f) 0.0 _ Roof Live Load (1pW9/f)7 = Frame Load = 12.0 Space Wind Speed ((mph) 30.0 = 130.0 Wind Code (3 sac gust) = FBC 04 Rll AMET Exposure m B 8 Closed/Open - 0 Importer. Wind = 1.00 Importance Seismic s 1.00 Seismic Zone = B Seismic CooN (Fa -Ss) = 0.13 Id Deaeriptian 1 DL+CL+LL 2 DL+CL+0.75LL+0.75WRI 3 DL+CL+0.75LL+0.75WL2 4 D.60DL+WLI 5 0.6ODL+WR1 6 D.GODL+WLZ WIND BENT REACTIONS t Reactions Real --Wad-- Col Wind(k smi�((k Lac L'nv Line r Hors Vert or Hors Ve� ____ B_SW' A ___ 2 ____ -- 1.51 --0-0-4 0.04 0.04 B_SW A H 1 1.51 1.50 OD4 0.04 _H IV fV WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS (PLYWOOD) FASTENER FASTENER SPACING (in.)12 PANEL SPAN < 2ft 2ft< PANEL SPAN 4ft< PANEL SPAN 6ft< PANEL SPAN TYPE - <4 ft. <6 ft. <8 ft. #8 Wood screw -based 3 anchor with 2' embedment 16 16 10 8 length. #10 Wood screw -based 3 anchor with 2' embedment 16 16 12 9 length. 1/4' Lag screw -based anchor with 2' emdedment 16 16 16 16 length, SII -1 inch=25.4 mm 1 foot=305 mm Not"esi 1,) This table is based on a maximum wind speed of 140 m.p.h. (63 m/s) and mean roof height of 45 feet (13.716 m) or less. 2.) Fasteners shall be installed at opposing ends of the wood structural panel. 3,) Where screws are attached to masonry or masonry/stucco, they shall be attached using vibration -resistant anchors having a minimum withdrawal capacity of 490 lb. (2180 kN), FRAME LINE RIGID FRAME: ANCHOR BOLTS 3: BASE PLATES -__-__________-____)--___-_____ Col Mo. Solt BWidae PILon (TnL Grout Line Tina No DlIm) 1--A-- 4 0.750 8.000 10.69 0500 -48 1 B 4 0.875 a.000 10,88 0500 0.0 RIGID FRAME: ANCHOR BOLTS k BASE PLATES Frm Cal Am Bolt Base Plate (m Grout Line Line No D(in) Wid Len (in) 2 A 4 0.750 8.000 10.69 050D 48 2 81 4 0.750 8.000 10.38 0.625 0.0 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Fmme Column ---Dead - - - - Collateral- ----Uw.--- ----Srmw----Wlnd11--- --Wind-Rt--- Line Line Hartz Vert Horiz Vert Her;. Vert Horiz Vert Hod. Vert Horiz Vert 1 A 0.37 281 0.00 0.00 1.65 -9.79 0.00 G. -9.22 -24.84 3.38 -18.16 1 B -0.37 1.72 0.00 0.00 -1.65 5.44 0.00 0.00 -0.90 -13.06 13.18 -19.73 2 A -0.27 1.2S 0.00 0.00 -0.87 4.30 0.00 0.00 -2.85 -11.75 9.30 -0.38 2 81 0.27 4.04 0.00 0.00 0.87 16.62 0.00 0.00 -6.61 -27.56 6.98 -38.94 From. Column--WmdJ2--- --Wmd-M-- --Lr Wmd_I— --LnWMd_2-- -Seiamiey-- -SeismicJt- Line Line Had. Vert Hertz Vert Nods Vert Nods Vert Horiz Vert Hartz Vert 1 A -10.08 -20.27 252 -13.53 -0.42 -18.71 -0.42 -18.71 -0.07 -0.07 0.07 0.07 1 B -1.04 -8.37 13.03 -15.11 3.52 -16.53 3.52 -16.53 -0.09 0.07 0.09 -0.07 2 A -4.66 -9.34 7.49 210 3.00 -9.17 3.00 -9.17 -0.07 -0.13 0.07 0.13 2 B1 -5.80 -24.64 7.79 -36.08 -0.44 -10.29 -0.44 -10.29 -0.09 0.13 0.09 -0.13 Frame Column--LnSeis--- Line Line Ho iz Vert 1 A 0.00 -0.11 I B moo 0.00 2 0.00 0.0.000 81 iBRACING REACTIONS, PANEL SHEAR i d: Reaatons k) Panel --Wall-- Col --Wind ---- Se smk- $9hear La. line Line Hors Vert Hors Vert (Ib/ft)-- L-EW 1 - Rigid Frame At Endwoll F-SW B Wind Column In Wall AWalwall B A Wmidd Bent In WIND COLUMN REACTIONS d: Reactions --Wall-- Col Hors Moment Are Bolt Base-Plale('e Lae line Line R/L InadJd (k) (f-k) No Dia Width Length Tall F------- R Wind------- ------ ---------.GO ------ M F_SW B 1 R S eieinia 0.08 51.31 4 0575 8.00 8.00 0.' i Vf'N 4 V PEI43547 f02MainSUM Sfe8212 Lagrange, Georgia Ph 1705) 8884874 REVIEWED By Richard at 3:58 pm, Jun 18, 2008 E 3 FOR PERMIT ONLY rrtu.,co aAua x ery x w.s x n E 3 FOR APPROVAL ID 18779-2 E 3 EITHER, EXPLAIN PROJECT I FT.PIERCE,FL 34951 ----- -------- - I ADDRFc9 e I 8 r w ly � I OIO 3" SW 1'-2" DETAIL C Base EL. 96'-0" Dia= 3/4" Id Id I 1 OJ I O I0 O OIO 3. —I— I 12" 3" ian n 2"1 DETAIL D CONCRETE EDGE AND ANCHOR BOLT PROJECTION WALLS FULLY OPEN W Z w 0 z w 0 ANCHOR BGLT NOTES VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGGESTED LENGTHS GNLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AND OTHER FACTORS O97'—n" QTP , l,.lr , cwpl , ,uF N N 21 I 1 2 00 r� Lc o c� n° 0 0 N C E al I m N 0 v E 0 BLDG 2 v n 01 F a a D s o N I a) A is M iV (V 1 N ry 24'—B" 27'-0" FRAME LINE/ DIMENSIONS 1 ANCHOR BOLT PLAN NOTE All Base Plates ® 100'-0" (U.N.) 07 High Eave Richard T. Smith PE@4354] 102 Main Sheet Sta4212 Lagrange, Georgia Ph: (I88) 9814874 REVIEWED By Richard at 3:58 pm, Jun 18, 2008 ANCHOR BOLT SUMMARY --------- ----- ----- Total ----- Bend ----- Ont Loa Dia Len Len Proj --------- (in) ----- (in) ----- (in) ----- (In) ----- O 12 RF 3/4" 18.00 3.00 3.00 M 4 RF 7/8" 19.00 4.00 3.00 0 4 IYF 7/8" 19.00 4.00 3.00 CX3 FOR CONSTRUCTION PROJECT 37B0' x VA . 14.9 x 11 C I FOR PERMIT ONLY C ]FOR APPROVAL I➢ 18779-2 C 3 OTHER, EXPLAIN PROJECT FT.PIERCE,FL 34931 ------------------ ADDRESS SPLICE- BOLTS Splice Quan ----- Bolt ---- Mark Top/Bot/Int Type Dia Len SP— 1 1 4 4 0 A325 0.625 2.25 SP— 2 4 4 0 A325 0.750 2.50 OFLANGE BRACES: FBxxA(1)+ xx=inches, (1)=one side only A - 1-2X2X14G 20 20 volume GENERAL NOTES: * NOTICE TO ERECTOR -------------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL flange braces and wind bracing must be installed prior to exterior finishes being applied. 10 SPA FOR FRAME LINE 1 MEMBER SIZE PIECE 1 WSTAEB RT ENH DEPTTHIWEB PLATE D CK LEND RF1-55 10.0/24.0 0.134 190.7 24.0/24.0 0.250 28.2 RF1-56 24.0/18.0 0.188 114.7 18.0/18.0 0.120 120.0 18.0/26.0 0.188 143.0 RFl-57 26.0/26.0 0.250 32.5 2,. 9/16" V-70„ C ] FOR CONSTRUCTIO IX] FOR PERMIT ONLY C ] FOR APPROVAL C ] OTHER, EXPLAIN __________________ 6x1/4" x 32.2 6x1/4" x112.6 6x3/ 16"x 120.0 6x1/4" x143.0 6x1/4" x 34.6 CI 1b Richard T. Smith PE043S41 102 Main Sfreel Sfe#212 Lagrange, Georgia Pk (100J HUM REVIEWED By Richard a13:58 pm, Jun 18,2005 18779-2 ,.� FT.PIERCE,FL 34951 6x5/16"xl14.8 6x3/ 16"x 120.0 6x5/ 16 "x 141.1 6x3/8" x172.7 SPLICE BOLTS Splice I Quan ----- Bolt ---- Mark Top/Bot/Int Type Dia Len SP— 1 1 4 4 0 A325 0.625 2.25 SP— 2 4 4 0 A325 0.750 2.50 FLANGE BRACES: FBxxA(1): xx=Inches, (1)=one side only A — L2X2X14G 1 •, 0 20'-7„ Galvalume Q1' 12 FOR FRAME LINE 2 GENERAL NOTES: * NOTICE TO ERECTOR -------------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL flange braces and wind bracing must be installed prior to exterior finishes being applied. 10 SP @ 3'-6" MEMBER SIZE WEB DEPTH WEB PLATE PIECE START END THICK LENG RF2-55 10.0 24.0 0.120 190.8 24.0/24.0 0.188 28.2 RF2-56 24.0/18.0 0.164 76.0 18.0/26.0 0.188 113.3 RF2-57 26.0/26.0 0.250 32.5 26.0 10.0 0.134 156.3 2° -LANCE INSIDE FLANGE LEN W x T x LEN 16.9 6x1 2 x19122 32.2 74.0 6x3/16"x 76.2 13.3 6x1/4" x111.4 33.8 6x3/1 6"x 157.1 L Ln 00 -L+ Richard T. Smith PE848547 102Main SlreelSleg212 Lagrange, Georgia Ph: (706) 88M874 REVIEWED By Richard at 3:58 pm, Jun 18. 2008 DRAWING STATUS-VULCAN STEEL STRUCT. BETLAR,INC. C ] FOR CONSTRPERMIT ONLY PROJECT 37A0' x a7A x 14.9 x 18.0 BUILDING CROSS SECTION CX] FOR PERMIT ONLY C ]FOR APPROVAL I➢ 18779-2 DESIGN. I DRAFT SG I CHECK C ] OTHER, EXPLAIN PROJECT PT.PIERCE,FL 34951 DATE- 6/10/08 ISHEET 4 ------------------ A➢DRESS i BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS FLU-LOC GRIP EYEBOLT HILLSIDES FLAT - WASHER (SEE PAGE 1 12) ROOF FRAMING PLAN ➢ETAR 'A• �B12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE PURLINS B iAli➢'1 4,e• -R12 MEMBER FASTENERS PANEL FASTENER SPACING AT SAVE STRUTS ENDLAPS, AND RIDGE. pt4 STITCH FM 20• D/C TAPE MASTIC ETp AD - 'A' 'PBR' ROOF PANEL ATTACHMENT DETAIL 'PBR' ROOF PANEL PROFILE ROOF SHEETING PANELS: 26 Ga. PBR - Galvalume E I FOR CONSTRUCTIO EXI FOR PERMIT ONLY E I FOR APPROVAL C ) OTHER, EXPLAIN Richard T. Smith PEg43547 102main 8Beelste4212 Lagrange, Georgia Ph:1706) 8884874 REVIEWED By Richard at 3:58 pm, Jun 19, 2008 37.000x 27M x 14.9 x 11 18779-2 FT.PIERCE,FL 34951 B-57 BEAM 15'-10 1/16" P-55 1OX35Z 12 26'-11 1/2: P-56 1OX35Z74 26'-11 1/2 E-55 1OE375D14 26'-11 1/2. E-56 1OE375D14 26'-11 1/2 E-57 t0E375D14 26'-11 1/2 \1Z1 ;ram RFI-57 RF2-57 SIDEWALL FRAMING: FRAME LINE B GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUI IDE WALL COLUMNS WERE NOT PROVIDED IT HAS PANEL ACTION IS SUFFICIENT TO RESIST LONGITUC SHOULD BE PROVIDED. BY ERECTOR UNTIL ALL WA 0 0 ------------------------- I I I I I I I I I I � I I � I I DO I OPEN FOR TO REMAIN OPEN I I I I I I I I I I I I I I I L---------------------------- SIDEWALL TRIM: FRAME LINE B Richard T. Smith PE443547 102MainsueefsteRf2 Lagrange, Georgia Ph: q06) 888.4874 REVIEWED By Richard at 3:58 pm, Jun 18, 2008 I I FOR CONSTRUCTIDN pROJECT 31A0' s 274 • ma . II CXI FOR PERMIT ONLY 1 3 FOR APPROVAL lin 18779-2 C 3 OTHER, EXPLAIN I PROJECT I FT.PIERCE,FL 34951 GENERAL NOTES: RF2-55 RF1-55 SIDEWALL FRAMING: FRAME LINE A AXIS DESIGN OF SECTION "Y-Y" 2 } o 0 C---------- Eave Extension-----------� I I I I I I I I I I I I I I OPEN FOR TO REMAIN OPEN I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — I SIDEWALL TRIM: FRAME LINE A Richard T. Smith PE443642 1O2Main StwIS10212 Lagrange, Georgia Ph: (l66) 688 4 74 REVIEWED By Richard at 3:58 pm, Jun 18, 2008 E 3 FOR CONSTRUCTION EXI FOR PERMIT ONLY E I FOR APPROVAL E I OTHER, EXPLAIN FT.PIERCE,FL 34951 1.1 TRIM TABLE FRAME LINE OIDI MARK I LENGTH DETAIL 1 VRE 6 1 Mqu 2 GS03 20'-3" 1 3 GS03 '-3" WALL AND ROOF '.eflI. 12 RA RF1-56 II II I II II II I I II II N II II I I II II ' II II I I II II N � II II I II III I II II ;� II II I I II II � p II I I II II II II I I II II II II I ------------------------- I II II II ENDWALL FRAMING: FRAME LINE 1 Q7" _ I r----T I I I I I I I I I I I I I OPEN TO REMAIN OPEN I I I I I I L------------------------------J ENDWALL TRIM: FRAME LINE 1 GENERAL NOTES: &1.� NIF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS E DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL Richard T Smith PE843S42 102 Main Street Ste8212 Lagrange, Georgia Ph: F06) 8984874 REVIEWED By Richard at 3:58 pm, Jun 18, 2008 1 I FOR CONSTRUCTION PROJECT 3JA0' • 2JD • 14.9 x 11 1XI FOR PERMIT ONLY C I FOR APPROVAL I ID 18779-2 C I OTHER, E%PLAIN I PROJECT I FT.PIERCE,FL 34951 2 I HILO 3 HILO ��77-- C 1 •� RA7— B Q 12 _ EB-57 _ =1= _ _ sc. _ � EB-5 II RF2-56— I II II II I I II I) II II I I II p II II I I II p �, II III II N II III I II II _ � II II I I II II � II II I I II II II II I I II II II II I -------------- II II o ENDWALL FRAMING: FRAME LINE 2 II II a LJ 0 F— 2 n I I I I I I I I 12 I I SEAL OPEN TO BLDG #1 I Richard T. Smith PE443541 102hinSireeISM212 L-------------------- Lagrange, Georgia Ph: j108) 8984874 ENDWALL TRIM: FRAME LINE 2 REVIEWED By Richard at 3:58 pm, Jun 18, 2008 - GENERAL NOTES: (1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. EXI FOR PERMIT ONL1 E I FOR APPROVAL I I OTHER, EXPLAIN • 18.0 FT.PIERCE,FL 34951 MA STM "VE Siftll! (2) I/2' X 1 1/4' s/e• eox H➢LTS SLOT WEB TO S-1 A307 BOLT/NUT PURIUN NN — — — — — — — — — — HILLSIDE VASI�R I nm �� ➢eLTs, I � nm O —1 v0us. AND EYEBOLT NUT I El ND I I BUILDING I I EYEBOLT S, ¢ I I FLAT V10 BExi a� vM➢ COLNa ER TER RIGIDVFLAN LSIDWAS CABkc, TEREE HUM➢MG C(D.IRW SECTION ELEVATION SECTION ELEVATION WASHER COLUMN OR RAFTER WEB FLO-LOC GRIP 10 ROOF PUIRLIN EXPANDABLERAME ENDWALL H9 WIND TO BENT OR BUILDING C LUMN WIND COLUMN 0EAVE STRUT TO RIGID FRAME J26 EAVE STRUT TO RIGID FRAME Q1 DIAGONAL CABLE, EYEBOLT END R # 12 SCREW 6 PER PANEL u 1a x 7/8 O/S CLOSURE # 14 X 7/8 LAP TEK VRT (12' D.C.> SIDEVALL COLUMN LAP TEK TAPE 12' O.C. SEAL CABLE FLO-LOC GRIP DOLunn DR ROOF PANEL ROOF PANEL RAFTER WEB II TAPE SEAL HILLSIDE II /' I o/ — — — — — — — BOLTED O O END PLATE •-•TOP BOLTS, SEE WASHER II TOP FLANGE DRAWING FOR SIZE. NUT EYEBOLT O O o o It ( 12 SCREW L RAKE AN G CL'-0 O.C) RAKE ANGLE —INTERMEDIATE TE BOLTS, THE NUMBER OF TOP I.. # 14 X 7/B '.^- OR BOTTOM BOLTS OR SLOT WEBV�ASTHER ANCHORT BOLTS TEK GREATER THAN FOUR. INSERTNHILLSIDE WASHER 6 EYEBOLT BASE PLATE 12' O.C. BOTTOM BOTTOM BOLTS, SEE PLAN ELEVATION N 12 SCREW FLANGE O O DRAWING FOR SIZE. DIAGONAL CABLE ('((— EYEBOLi END R2 ANCHOR BOLTS AT SIDEWALL COLUMN M 8 e EAVE—SINGLE_HIGH I PER PURLIN ROOF PURLIN M11X @ GABLE U3 BOLTS FOR RAFTER TO COLUMN CONNECTION VRT VRE :L-lz 10 BLIND RIVET FOR INSTALLATION RAKE END CAP INSTALLATION T�40 Richard T. Smith PE943547 102 Main Shee18fe8212 Lagrange, Georgia Ph: F06) 88&4814 REVIEWED By Richard of 3:58 pm, Jun 18, 2008 BLDG. Roof P BLDG, # Purlin SECTION DG. #1 Panel Rake Angle L4X4X1/4 DG, #1 Panel BLDG.#2 SPECIAL PURLINS FLASHING (SPT) BLDG.#3 / EAVE STRUT SECTION "C-C" Richard T. Smith PE143547 102main 5Ueelsteg212 Lagrange, Georgia Ph: U06) 88MB14 REVIEWED By Richard at 3:58 pm, Jun 18, 2008 RDOF STRAPPING ONLY L2x2x14GA PA-021109 L2x2x14GA PA-020614 STRAPPING L2x2x14GA PA-010101 L2x2x14GA PA-000612 (1) #10 x 1' PANCAKE HEAD SCREW (TYP.) PURLIN STRAPPING DETAIL SEE ROOF PLAN FOR QUANTITY AND LDCATIDN BUILDER NOTE. KEEP ANGLES BELDW ROOF LINE. FIELD BEND TABS & ATTACH WITH #10 SCREWS QTY, 2 MARK PA-021109 QTY, 2 MARK PA-020614 QTY, 2 MARK PA-010101 QTY, 2 MARK PA-000612 HIGH EAVE LENGTH 2'-11 911611 LENGTH 2'-6 71811 LENGTH 1'-1 111611 LENGTH 6 314' ichard T. Smith PE945541 101 Main Slreef Sfail212 Lagrange, Georgia Ph: F06) IS4814 REVIEWED By Richard at 3:58 pm, Jun 18, 2008 "I a .'ENGINEERING DESIGN CRITERIA GENERAL NOTES SPECIAL NOTE: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER / CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING DURING ERECTION, HE SHALL FURNISH, AND INSTALL THESE TEMPORARY SUPPORTS WHERE NECESSARY. TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE METAL BUILDING MANUFACTURER. 1. MATERIALS ASTM DESIGNATION STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 COLD FORMED LIGHT GAGE SHAPES A570 OR A607 GRADE 55 BRACE RODS A572 GRADE 65, UNLESS NOTED 36 KSI OR GRADE 50 HOT ROLLED MILL SHAPES A65 OR AA72 FY=GRADE ROOF AND WALL SHEETS A3 OR 792 GRADE 50 BOLTS A307, A325, AND A490 A307 UNLESS NOTED BUILT-UP MEMBERS A570 GRADE 50 OR 552, STRUCTURAL PRIMER VULCAN STEEL STRUCT. Job Number: 18779-3 End User: BETLAR,INC. Job Location: FT.PIERCE,FL 34951 DATE: 6/11/08 DESIGNED BY: DETAILED BY: JAI CHECKED BY: SHOP PRIMER PAW IS A RUST INHIBITIVE PRIMER AND IT'S COLOR IS RED OXIOE. THIS PAINT IS NOT WIENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE E.IGN PARAMETERS BUILDING DESCRIPTION: SNOW NOMINAL WIDTH: 67 feet FLAT ROOF SNOW LOAD Pf NR psf STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE 13th NOMINAL LENGTH: 15 feet GROUND SNOW LOAD P : 9 0 psf EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION 8.2, A325 BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN -OF -THE NUT METHOD. EAVE HEIGHT, BACK SW: 13.958 feet SNOW LOAD IMP. FACTOR NR ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE EAVE HEIGHT, FRONT S.W: 16.75 feet ROOF SLOPE, LEFT: 0.5:12 THERMAL FACTOR Ct NR SNOW EXP. FACTOR Ce NR BLDG M INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. ROOF SLOPE, RIGHT:4. J m BUILDER/CONTRACTOR RESPONSIBILITIES THE METAL BUILDING MANUF.'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUF.'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUF. STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. THE METAL BUILDING MANUF.'S PLANS SHALL GOVERN. DESIGN LOADS ENGINEERS STAMP FBC 04 BUILDING CODE: (WITH 2O06 AMENDMENTS) FRAME SELF WEIGHT: INCLUDED BLDG 2 ROOF DEAD LOAD:- 2 PSI` COLLATERAL LOAD: 0 psf IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. LIVE LOAD: 20 psf SNOW LOAD, ROOF: 0 psf WIND SPEED: 130 mph 3 sec gust WIND EXPOSURE: B CLOSURE "C, 0, P" Closed KEY PLAN APPROVAL OF METAL BUILDING MANUF.'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE METAL BUILDING MANUF.'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUF.'S APPROVAL PACKAGE. CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR -SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE IMP. FACTOR, WIND 1.00 BUILDING CATEGORY II FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUF.'S DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. SEISMIC IMPORTANCE FACTOR, Is: 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss: 0.0800 MAPPED SPECTRAL RESPONSE ACCELERATION, Si: FLORIDA PRODUCT APPROVAL INFORMATION APPROVAL # THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY ANY ARE TO BE COORD114ATED BY THE O BUILDERG/ CONTRACTOR OROA/E FIRM. BYSPEECFICF DESIGN CRITERIANSIDERED CONCERNINGO THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANNUF.'S ASSUMPTIONS WILL GOVERN. 26 GA. PBR PANEL Golvalume FL 5346.1 0.0300 THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS RESPONSE MODIFICATION FACTOR, R (FRAMES): 3.5 SEISMIC RESPONSE COEFFICIENT, Cs: 0.13 COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUF. DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUF. OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUF. IN COMPLIANCE WITH ALL REQUIREMENTS OF THE SPECTRAL RESPONSE COEF. "SOS" 0.0853 PURCHASE ORDER. ( 2 SEC PERIOD ) SPECTRAL RESPONSE COEF. "SD7° 0.0480 THE BUILDER COMPONENTS IN ACCORDANCE CONTRACTOR WITH�THE METALPONSIBLE FOR BUILDINGNG OF MANUF.'SSCHOR BOLTS AND ERECTION OF STEEL FOR CONSTRUCTION- BUILDING DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO ( 1 SEC PERIOD ) DETERMINE, FURNISH, AND INSTALL. SITE CLASS ( ASSUMED ) D THE METAL BUILDING MANUF. DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED BASIC SEISMIC -FORCE RESISTING SYSTEM MOMENT RESISTING FRAME DESIGN BASE SHEAR V = Cs W ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL SHEETING SKYLIGHTS FRAMED OPENINGS VENTILATORS LINER PANELS DRAWING RELEASE HISTORY DRAWING-, REVISIONS 26 GA PBR PANEL - Galvalume ROOF NO. DESCRIPTION COLOR NO. SIZE DESCRIPTION NO DESCRIPTION WALL THICK TYPE LIN FT HT. COLOR GATE sENT REASON FOR RELEASE REVISION DATE BY - - - DESCRIPDON GA" PANEL - N/A WALL N/A 3' X 10--8 W/TRIM WHITE N/A 9" X 10' VENTS W/BS & DMP. L.E.W. 26 GA. "R" O'� 0' PW A TRIM " F.S.W. 26 GA °R" 0' 0' PW B WALL -LIGHTS R.E.W. 26 GA. "R" 0' 0' PW C 26 GA N/A GUTTER BLANKET TYPE INSULATION B.S.W. 26 GA. "R" 0' 0' PW D E 26 GA. N/A DOWNS N0. DESCRIPTION COLOR F 102 Main kett 26 GA. HAWAIIAN BLUE RAKE N/A N/A WHITE DOORS/WINDOWS NONE ® B7 MFG ❑ BY OTHERS ❑ MISC. ACCESSORIES G Lagrange, fieatgia Ph: (iafi) 86&4874 26 GA HAWAIIAN BLUE SAVE NO. DESCRIPTION ROOF : N/A WALL : N/A N 26 GA N/A CORNER BASE CONDITION PAINT: RED OXIDE SCREWS: NO. DESCRIPTION 1 26 GA N/A ACCESS. ROOF: #12x1.25 LLSD N/A N/A JBy Richard at 4,04 pm Jon III K ANGLE ❑ NOTCH ❑ SPC TRIM❑ WALLS: N/A L TRIM 0 FL—CEE Ell NONE 0 T M w DETAIL A Base EL99'-10 1 2" Dia= 3/4" 5 w n. N 0 0 ; 3" O10 g UJ uw 2" 2" O I i� FSW DETAIL B Dia= 3/4" w J m _ I M O10 0 3" 010 —I1I—' 3" 2„J+2" 8„ 1'-2" BSW DETAIL C Base EL. 110'-0" Dia= 3/4"{� B. w Of —1— a OIo � 3" olo _1— 3" 2..F-1- 2" 8" 1,-2„ BSW DETAIL D CONCRETE LINE STEEL UNE PROJ. CONCRETE EDGE AND ANCHOR BOLT PROJECTION WADS FULLY OPEN ANCHOR BOLT NaTES, VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AND OTHER FACTORS. \4/ 15'-0' STEEL LINE TO STEEL IINF O ow Eave ANCHOR BOLT SUMMARY _________ ____ _____ Total ____ Bend ____ Ont Lac Diu Len Len Proj (in) (in) (in) (in) O 12 RF 3/4" 18.00 3.00 3.00 0 4 RF 1 1/4" 28.00 4.00 3.00 0 4 WF 1 1/4" 28.00 3.75 3.00 HighEave Richard r Smith PE94364T 102 Lagrao k Georgia P : Lagrange, Georgia Ph: jT06) 88&4874 REVIEWED By Richard at 4:04 pm, Jun 18, 2008 , All Base Plates ® 100'-0" (U.N.) _ BLDG 2 - DRAWING STATUS DATE 1 DTLR 1 DATE CHKR APPD CX] FOR CONSTRUCTION C 3 FOR PERMIT ONLY C I FOR APPROVAL C 3 OTHER, EXPLAIN 1'- ' 12'-8" 1'-2" 2" 2" cl a 2" 2' ro 00 .a D n J 0] o o_ m N O I p \ C N E H a O FL- 0 0 x N o i B e m'2 - WA '0 I F o m :2 ,0 ,00 0 �o \ N 1'-2" 12'-8" 1'-2" 67Ao• x Me x n.r x 18779-3 FT.PIERCE,FL BuilaN reactions arc based on the following building data: Width (ft 67.0 ee3� 1EwHiqt (It) Roof Slope (rise/12) 140/6.8 = 0.5 Oeoa Lood (psf) = 2.0 Collateral Load (p(spo = 0.0 Roof Live Land f) live Load - 20.0 = 16.0 Frame ( Ps Wind Speed fmph) 130.0 Wind Code ( sec gust) = FBC 04 WITH 06 AMENDMENTS Esp... re = B Closed/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zone = B Seismic Coeff (F.-Ss) = 0.13 Id Description __ ___________________ 1 OL+CL+LL 2 0.60DL+WLI 3 0.60DL+WR1 4 0.60DL-Lowndl 5 0.60DL+LnWnd2 NOTES APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT RR RESENT THE PROFESSIONAL OF RECORD. Al2 F BUILDING M ESgGN A RDFRCONSTRUCTION ARE NOT THE RESPONSIBIUIY OF THE (3. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN BOTH ELEVATION AND LOCATION. (4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. (5J ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OIHERWISE NOTED. (6.1 VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. WIND COLUMN REACTIONS ---Wolf-- Col *Reactions Hors Moment AneJlolt Bose m.t.(in tx Une Um, R/l LoadJd (k) (f-k) Na Oia Width Length ick __ _ IIrJIII^l F_SW B 1 R Wind 5.17 81.48 4 1.250 _ ____ 10.00 10.00__ 0_.75_ M Seismic 0.08 1.30 V1'H4 V Protection of Opening This building is located In a wind-borne debris region. Exterior glazing Is assumed to be impact resistant and meet the provisions of the missile test, or they should be protected by impact resistant covering meeting the regirements of SSTD 12, ASTM E 1886 and ASTHE 1996 or Miami -Dade PA 201, 202, &203. Openings may also be protected by structural wood panels having o min, thickness of 7/16' and naximum panel span of 8 feet. Attachment hardware and fastening schedule shall be in accordance with the following table. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS (PLYWOOD) FASTENER FASTENER SPACING (in.)TA PANEL SPAN < 2Ft 2ft( PANEL SPAN 4ft< PANEL SPAN 6ft< PANEL SPAN TYPE <4 ft. (6 Ft. <8 ft. OB Wood screw -based ' anchor with 2' embedment 16 16 10 8 length. B10 Woad screw -based ' anchor with 2' embedment 16 16 12 9 length. I/4' Lag screw -based anchor with 2' emdebment 16 16 16 16 length. 1 inch=25.4 mm 1 foot=305 Pan L) This table is, based on a maximum wind speed of 140 m.p.h. (63 m/s) and mean roof height of 45 feet (13.716 m) or less. 2.) Fasteners shall be Installed at opposing ends of the wood structural panel. 3.) Where screws are attached to masonry or masonry/stucco, they shall be attached using vibration -resistant anchors having a minimum withdrawal capacity of LINE FRAME LINE RIGID FRAME: ANCHOR BOLTS k BASE PLATES Frm Cal Ana. Bolt Base Plate (in1 Grout Line tine No D(m) Wid Len k (in) 1 A 4 0.750 8.000 12.38 0.500 120 1 a 4 1.250 10.00 1BA1 0.750 -1.5 RIGID FRAME: ANCHOR BOLTS do BASE PLATES ------- __--- _--------- ---------- Form Cot Ana Bolt Base Plate (in l Grout Una Une No D(in) Wid Len k (in) 2 A 4 0.750 8.000 12.38 0.500 120 2 B 4 0.750 8.000 18.63 0.500 0.0 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ---- Dead ----- Collateral- ---- U----- ---- Snow ------ Wmd_L1--- --Wlnd-Ri--- Une Une Horiz Vert Had. Vert Horiz Vert Horiz Vert Horiz Vert Hartz Vert 1 A 1.13 0.86 0.00 0.00 4.42 3.30 DOB 0.00 -9.62 -6.73 -7.21 -6.52 1 B -1.13 1.72 0.00 0.00 -4.42 4.74 _0.00 0.00 7.97 -9.44 9.75 -9.65 2 A 0.74 0.74 0.00 0.00 2.95 Z91 0.00 0.00 -6.73 -5.96 -4.33 -5.74 2 B -0.74 1.65 0.00 0.00 -2.95 5.35 0.00 0.00 5.14 -10.40 6.84 -10.62 Frame Column --mod_L2--- --Mnd_R2-----LnWlmd_1-- --LnWintl 2-- -Seismicy-- -Seismic-R-- Une Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 A -6.88 -4.77 -4.48 -4.56 -8.93 -6.70 -8.93 -6.70 -0.07 -0.01 0.07 0.01 1 B 5.95 -6.74 7.72 -6.95 7.96 -79.31 7.96 -79.31 -0.01 0.01 0.01 -0.01 2 A -4.65 -4.20 -2.25 -3.97 -6.65 -6.02 -6.66 -6.02 -0.07 -0.01 0.07 0.01 2 B 3.76 -8.03 5.46 -8.25 5.67 -8.34 5.67 -8.34 -0.01 0.01 0.01 -0.01 Frame Column ---LnSeis--- Line Line Horiz Vert 1 A 0.00 0.00 1 B 0.00 -1.11 2 A 0.00 0.00 2 B 0.00 0.00 BRACING REACTIONS, PANEL SHEAR t Reactions (k ) Panel Lac WLim Low Hor- Call z Vert Hogs Vert (lb/ft) L_EW 1 Rigid Frame At Endwall F_SW B Wind Column In Wall B3W A Rgid Fmmll e At Endwa321 Richard Tr Smith PEg43547 101Main st"i 201212 Lagrange, Georgfa Ph: g06J 888474 REVIEWED By Richard of 4:04 pm, Jun 18, 2008 EX3 FOR PERMIT ONLY PROJECT 67Aa x 1s.o x 13.9 x 1&7 E 3 FOR APPROVAL I➢ 18779-3 E 3 OTHER, EXPLAIN PROJECT I FT.PIERCE,FL Splice Quan -----Bolt---- Mark Tap/Bot/Int Type Dia Len SP— 1 1 4 4 0 A325 0.625 1.75 SP— 2 4 4 0 A325 0.625 1.75 SP— 3 4 4 0 A325 0.750 2.00 OFLANGE BRACES, FBxxA(1): xx=inches, (1)=one side only A — L2X2X14G 4" t 26 Q 1 /2" 12 24'-8" PIECE RF1-63 1 21.0/15.0 0.120 185.0 15.0/18.0 0.120 184.6 RFl —64 18.0/15.0 0.120 174.7 15.0/24.0 0.164 212.1 RF1-65 18.0/18.0 0.250 28.9 6x3/ 16"x 128.7 6x3/ 16"x 174.7 6x1/4" x212.1 8x1/4" x 26.5 �? 23'-4" �? 20'-5" 2„ 4" 4' SP@4' FOR FRAME LINE 1 GENERAL NOTES: * NOTICE TO ERECTOR -------------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. REVISIONS DRAY REV. DESCRIPTIONS DATE DTLR DATE CHKR APPD C a FOR (B)ALL flange braces and wind bracing Ixa FOR C ] FOR must be installed prior to exterior C I OTH finishes being applied. _ _ ----- 2'-0 1,1/16�' 1'-0" Richard T. Smith PE943547 102Main Sheet W212 Lagrange, 6enrgia Ph: F06) 8984874 REVIEWED By Richard at 4:04 pm, Jun 18, 2008 J EXPLAIN FT.PIERCE,FL 6x3/16"x 185.1 6x1/4" x184.6 6x3/16"x 174.7 6x1/4" x211.3 8x5/ 16"x 164.3 SPLICE BOLTS Splice Quan -----Bolt---- Mark Top/Bot/Int Type Dia Len SP- 1 4 4 0 A325 0.625 1.75 SP- 2 4 4 0 A325 0.625 1.75 SP- 3 4 4 0 A325 0.625 2.25 FFLANGE BRACES: FBxxA(1): xx=inches, (1)=one side only A - L2X2X14G ,Q 1 /2" 12 20'-5" 4„ 24, _ 8„ 4 I I _ 4' 26 Go.. PBR , Galvowme 4 14 SP @ 4'-0" MEMBER SIZE PIECE WEB DEPTH WEB PLATE START END THICK LENG RF2-62 12.0 12.0 0.120 39.6 RF2-63 21.0/15.0 0.120 214.9 15.0/18.0 0.120 117.8 RF2-64 18.0/15.0 0.120 120.0 15.0/21.0 0.134 221.6 RF2-65 18.0/18.0 0.250 25.9 23'-4"_ 2'-6 5/8" 6x3/16"x 20.2 6x3/ 16 "x240.0 6x3/16"x 91.7 60/ 16"x 120.0 6x1/4" x221.6 6x1/4" x 18.3 2'-0 11 /16" FB37A .5A 1 1) FB36A 1) F636) u _ F637A 1) FB35.5A(1) �j a — — — _ — — — — — F83388A(1) —-- --_ --- — -- --- — — — — — EB-62 R RF2-64 RF2-63 U3 N a I In I � 0-NOTE : ATTACHMENT OF COLUMN N TO BLOCK WALL BY OTHERS i U U1 N O O a Of C 0 p o U BUILDING CROSS SECTION FOR FRAME LINE 2 GENERAL NOTES: * NOTICE TO ERECTOR -------------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL flange braces and wind bracing must be instolled prior to exterior finishes being applied. 7'-6" Richard T. Smith PE#47547 102 Main beet S102 Lagrange, Georgia Ph: Q46) 8%074 REVIEWED By Richard at 4.04 pm, Jun 18, 2008 DRAWING STATUS VULCAN STEEL STRUCT. I I FOR CONSTRUCTION PROJECT szw• . is.o . 1is . EXI FOR PERMIT ONLY E 3 FOR APPROVAL ID 18779-3 E 3 OTHER, EXPLAIN PRDJECT FT.PIERCE,FL ----------------- ADDRESS 6x3/16"x215.0 6x3/16"x 1 17.8 6x3/16"x 120.0 6x1/4" x220.8 6x5/ 16"x 162.6 r � r BLDG.#2 SPECIAL PURLINS FLASHING / (SPT) BLDG.#3 EAVE STRUT BLDG.#3 ROOF PANEL SECTION TT' X BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS FLO-LOC GRIP EYEBOLT - HILLSIDE FLAT - WASHER 2 5'-0°OUI-TO-OUT 4 RFi-62 E-63 RF2-62 17- Low Eave P-62 T / RF1 3 s f�F2-63 ¢ O 0 ¢ OF STEEL _2• 1 1 ,1' 2• � 1• RF2-64 BLDG Al PURLI BLDG #1 ROOF PANEL RAKE ANGLE � RAKE TRIM BLDG #1 ENDWALL COLUMN BLDG.# 3 WALL PANEL RAKE ANGLE �HI-LO TRANSITION TRIM BLDROOFGPANEL BLDG P REIN 3 High Eave ROOF SHEETING PANELS: 26 Ga. PBR -- Galvalume SECTION 6 1 14--1 6 14'-1 'PBR' ROOF PANEL PROFILE 3 RAFTER ➢ETALL 'A' #12 MEMBER FASTENF�S PANEL FASTENER SPACING AT INTERMEDIATE PURLINS #I2 MEMBER FAST ERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND RIDGE. #14 STITCH FASTENERSMASTIC 20' O/C DETAIL 'A' 'PBR' ROOF PANEL ATTACHMENT DETAIL Richard T. Smith PE948S41 102Main SUeetSfe@2f2 Lagrange, Geolgfa Ph: 606) 8984874 REVIEWED By Richard at 4:04 pm, Jun 18, 2008 1 7 FOR CUNSIRUCLLU [XI FOR PERMIT ONLY I 1 FOR APPROVAL I 1 OTHER, E%PLAIN ------------------ FTPIERCE,FL RFl-65 RF2-65 SIDEWALL FRAMING: FRAME LINE B GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUI IDE WALL COLUMNS WERE NOT PROVIDED IT HAS PANEL ACTION IS SUFFICIENT TO RESIST LONGITUO C ] FOR CONSTRUCTIC CX] FOR PERMIT ONLS C ] FOR APPROVAL C I OTHER, EXPLAIN FTPIERCE,FL Richard I Smith PES43647 102MainteeISM211 Lagrange, Georgia Ph: 1706) SM4874 REVIEWED By Richard at 4:04 pm, Jun 18, 2008 ARE INSTALLED. I I I I I I I I I I I I I I I I I o I -o I I I I I I I RF2-62 GENERAL NOTES: (I.) IF CABLE BRACING, SIDE WALL COLUMNS WE NOTE : ATTACHMENT OF COLUMNS TO BLOCK WALL BY OTHERS (Typ.) BLOCK WALL BY OTHERS — — — — — — — — — — — — — — — — — — — i RF1-62 SIDEWALL FRAMING: FRAME LINE A WIND C DED IT 0 0I> 0 -- I I I I I I I I I I I I I I I I I I OPEN TO REMAIN OPEN I I I I I I I I I I I I I I I I I I I I I I I I I I I � � I L— — — — — — — — — — — — — — — — — — — — — — — — — — — J SIDEWALL TRIM: FRAME LINE A C a FOR APPROVAL D^'fH I18779 3 C 3 OTHER, EXPLAIN I pRDJECT FT.PIERCE.FL M7 Richard T. Smith PEg43547 102 main Street 310#212 Lagrange, Georgia Ph: (!06) 8884874 REVIEWED By Richard at 4:04 pm, Jun 18, 20 8 �1/2" 12 "A" RA ,--'�"--— RF1-64 —_= RF1 63 1------- II "A" II (SEE PAGE # 5) NOTE : ATTACHMENT OF COLUMNS TO BLOCK WALL BY OTHERS II Too I � III I o II I II I II I II L------------------------------------------------------- ENDWALL FRAMING: FRAME LINE 1 /Z 1/2• 12 ----------------1 r— ----- I I I I I I � I I I I I I OPEN TO BLDG # 1 I I I I I I I I I I I L-------------------------------------------------------------I ENDWALL TRIM: FRAME LINE 1 N Richard% Smith PE@4354] 102 Main Sfreef Sfe1212 Lagrange, Georgia Ph: F06) 68&4624 REVIEWED By Richard at 4:04 pm, Jun 18, 2008 --- ES-62 m �o P°1 RA J--____ _ I-- RF2-64 --- II RF2-63 = L = II II co II NOTE : ATTACHMENT OF COLUMNS TO BLOCK WALL BY OTHERS III III o II o II II - -II —(R,� II J ENDWALL FRAMING: FRAME LINE 2 1 /2"L� 12 /2"� r---------------- RichadT.Smith ---------------- I ---------- PEg43541 — — — — — — — — — — — — — — — — 102Main Skeet 8te?212 �! grange, Georgia Ph: g06) 888474 I I REVIEWED Ely Richard at 4:04 pm, Jun 18, 2008 I I SEAL I OPEN TO REMAIN OPEN I I I „ W4 ; r, ENDWALL TRIM: FRAME LINE 2 EPVE SIRpf �- � GVE SiR11T (2) 1/2' X 1 1/4• ROOF 5'.. A325 DELTS L _ L SLOT IN WEB TO INS. A307 BOLT/MIT PURLIN- - - - - - - - - HILLSIDE OF � E EHOLT NUT 2 >7 ¢ Rp 1/2'xl 1/4' Mud 1/2'x1 1/4' END OF BUILDING-i I I A30] BOLTS A30] BOLTS EYEBOLT SV7d. Z.O FLAT 3 3/4' DEN! WASHER VINO COLUMN RIGID FLp�,Gp IG D HRM'E� RAFTER �BU[L00)P SECTION ELEVATION SECT3[N ELEVATION CABL LLSIDE WASHER COLUMN COLUMN OR AFTER WEB FLO-LOC GRIP A10 ROOF PURLIN TO EXPANDABLE ENOWALL H9 WINDTO RENT N(OR WIND COLUMN 24 EAVE STRUT TO RIGID FRAME J2 EAVE STRUT TO RIGID FRAME Q1 DIAGONAL CABLE, EYEBULT END RIGID FRAME# 12 SCREW # la x 7/s I/S CLOSURE 6 EACH PER PANE LAP TEK VRT u2' D.c.) ROOF PANEL SIDEWALL COLUMN TAPE SEAL ROOF #14 x 7/8 Dc GRIP COLUMN DR ��E*EyaMT, LAP TEK RAFTER WEB II 31-0' O.C. II - - - - - - -PANEL TAPE SEAL VASNERE n NUT 0 II 0.100 # 12 SCREW L 2X4Xl6G SET 0 0 II (I'-0 O.C) �� RAKE ANGLE #14 x 7/ LAP TEK SLOT IN WED TO FLAT ANOf]R BOLTS @ 24' D.C. INSERT NILLSIDE WASHER BASE PLATE EAVE STRUT WASHER L EYEBOLT # 12 SCREW PLAN ELEVATION 1 PER ROOF PURLIN PURLIN !n oT DIAGONAL CABLE MIIX TM12X "(I- EYEBOLT END R2 ANCHOR BOLTS AT SIDEWALL COLUMN O @ GABLE @ EAVE-SET-W/O GUTTER VRT BOLTS, SEE RF BOLTED END PLATES GE OWG FOR SInBE BOLTED- END PLATE O �--TDP BOLTS. SEE TOP FIANCE ➢RAVING FOR SIZE VRE WEB -INTERMEDIATE HDLTS. VEH TFE NUMBER OF TOP I ORBOTTOM HDLTS GREATER THAN F➢UR. 10 BLIND RIVET FOR NGE BOTTOM }BOTTGM BOLTS, SEE INSTALLATIONFLANGE 0 0 DRAWING FOR SIZE. RAKE END CAP INSTALLATION END CAP INSTALLATION T� OPTIONAL FOR TOP 6 BOTTOM FLANGE. U1 BOLTED END PLATE RAFTER SPLICE U3 BOLTS COLUMN FOR RAFTER TO CONNECTION Richard T. Smith PE#40542 102Main She!Sfe#212 Lagrange, Georgia Ph: Q06) 888.4824 REVIEWED By Richard at 4:04 pm, Jun 18, 2008 BRACKET ATTACHMENT (W) FOR PUSH-UP OPERATION- 5-7/8' CONCRETE/FILLED BLOCK- POWERS WEDGE -BOLT, 3/8 X 1-3/4' LONG FOR HAND CHAIN OPERATION 6-5/8' STEEL, HEX BOLT, GR.5, 3/8-16 X 1-1/4' LONG FOR ELECTRIC OPERATION 7-3/8' Cno n1.111T111 fMGRJ nOtNr. Y-t/O• J HORIZONTAL -I HEADROOM VERT HEAD[ 20'-0' WAI OPEN HEI( (CLEAR 0 SIDE VIEW I 1.13 R1.63 ( WINDLOCK MATERIAL, G90 GALV ASTM A653 STRUCTURAL STEEL, GRADE 50, CLASS 1 MIN FY=50 KSI WINDLGCK AT 3-1/4' O.C. SEE SHEET 2 FOR NOTES LIIJLUL L" V R 11LIIV HEADROOM REQUIRED OPENING VERTICAL ,HORIZONTAL HEIGHT HEADROOM HEADROOM THRU 17' 19' OVER 8 -0' THRU 19' a, 1a-0• OVER Ia-o• THRU zD• 22' 14'-0' OVER 14'-0' THRU 21' 23' 16'-0' OVER 16'-0' THRU 22' 24' 18'-V OVER IB'-0' THRU 23' 25• 20'-0• GUIDE CONCRETE/FILLED BLOCK JAMBS 24 GA (.022) GAL\ STEEL BOTTOM BAI ASTM A653 W/MIN. FY=33 KSI I B' I 1 IT I UPi LARGE MOUNTING PLATE 1 I (INSTALL ON BOTH JAMBS FOR (_ L i I BRACKET ATTACHMENT TO STEEL JAMBS OF METAL BUILDINGS) SEE DETAIL i 20' CURTAIN PANEL DOUBLE � 2' X 1-1/2' X .305' GALV. STEEL ANGLE ASTM A653 W/MIN. FY=33 KSI CONTINUOUS FULL CURTAIN WIDTH BOTTOM BAR ASSEMBLY FOR FLORIDA ONLY OF SLIDE LOCK (OPTIONAL AT EACH END) STEP PLATE (AT EACH END) THESE CONFIDENTIAL DOCUMENTS SUBMITTED BY JANUS CONTAIN INFORMATION OF A PROPRIETARY NATURE AND MAY NOT BE REPRODUCED OR USED TO MANUFACTURE ANYTHING IN PART OR IN WHOLE FOR ANY PURPOSE OTHER THAN THAT WHICH IS NECESSARY FOR PREPARATION OF BIDS OF ENGINEERING WITHOUT THE EXPRESS PERMISSION OF JANUS WHICH MAY RECALL DOCUMENTS AT ANY TIME. UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES ARE, DECIMAL FRACTIONS ANGLES HOLE DIAMETERS ,XX ±,03 t 1/16 t 0° 30' UNDER ,251 -:00a ,XXX t,005 251 to .500 +,006 -.003 OVER .500 -.003 DETAIL A BOTTOM BAR ASSEMBLY FOR ALL AREAS EXCEPT FLORIDA NUMBER, 188 438 X .750 .697 l05 (CONO/BLK) OR t4 .313 X..500 i 90, 984 ROUND END SLOT OR NONE WHEN 2X RA09 (STEEL) PLUG NEEDED 188 VINDBAR ALL COMPONENTS SHALL BE ASTM A653 STEEL V/MIN FY-33 KSI GALVANIZED PER ASTM A653 G-90 .105 �-- 3.000 GUIDE OPTION 1 ' PLUG WELD O.C. MAX STEEL JAMBS OPTION 2 USING I/4-14 X V 24 GA COW GALV. SELF -DRILLING SCREW B, STEEL BOTTOM BAR ASTM A653 V/MIN. FY-33 KSI 1/4' X 1/2' )E LOCK (OPTICNAL AT EACH END) HORIZONTAL SLOT @ 12' C.C. MAX DOUBLE B1THRU BOLT WITH NUT NUT LOCATED AT EACH •�` END AND MIDDLE OF ANGLE 0 7/16' HOLE 2 9' O.C. MAX �� 2' 4 -I1 CONCRETE/FILLER BLOCK JAMBS USING 3/B' XX 4' POWERS VERGE -BOLT 0 5/16' HOLE @ 9' O.C. MAX 5/16' HOLE 12' O.C. MAX 2' INTERMEDIATE SINGLE BOLT q•�^i LGCATED 12' MAX O.C. OPTION 3 STEP PLATE (AT EACH END) ` , �2 GA (.105) ,), - 2' X 1-1/2' X JOS' 'I, r _7- GUIDE 140UNTING DETAIL GALV. STEEL ANGLE I a=> ASTM A653 V/MINrZ.��` _ r -� FY=33 KSI CRTIWS TOLL •� f CURTAIN WIDTH r JANUS INTERNATIONAL CORPORATION 134 EAST LUKE ROAD TEMPLE, GA 30179-4435 770-562-2850/Fax 770-562-2264 © 2005 Janus International Corporation All Rights Reserved 41T OF MEASURE, CERTIFIED WIND LOAD RATED APPROVALS DATE 26 GA SERIES 3100 DOOR ASSEMBLY ?AWN, BECKY NELSON 1-31-03 MAX, SIZE 16'-0' X 20'-0' 1ECKED SIZE DRAWING NUMBER, DON MILLS 11-31-03 g T 1 0 0 5 DON MILLS 1 1-31-03 1 -"""' NONE 2' 1 1/2' - 4 1/4' EXISTING STEEL JAMB 3/16' MIN (.688) THICKNESS SELF -DRILLING SCREW 1/4-14 X C @ 9' O.C. MAX CURTAIN WINDLCCKS ATTACH WITH 2 EACH 3/16' RIVETS -ZINC COATE WINDLOCK @ EVERY CORRUGATION, EXCLUDING SEAMED CORRUGATIONS OPTION 1 Vy +281 (PLF) Vx +1470 (P Vx -1607 (P Vy -305 (PLF) - OPTION I GENERAL NOTES -4 1/4' E - (3.449' (.688) -� SELF -DRILLING SCREW 1/4-14 X V @ 9' O.C. MAX (BOTH LOCATIONS)T 21' 2' 1 CURTAIN 1/2' WINDLOCKS ATTACH WITH e 2 EACH 3/16.0 1/2' RIVETS -ZINC COATED VINDLDCK @ EVERY CORRUGATION, EXCLUDING SEAMED CORRUGATIONS OPTION 3 STEEL JAMBS LH GUI➢E MOUNT SHOWN Vy +281 (PLF) Vx +1470 (PL Vx -1607 (PL Vy -305 (PLF) -I OPTION 3 STEEL JAMBS LH GUIDE MOUNT SHOWN - 4 4 .--{ 448 OPTION 2 Vy +281 (PLF) Vx +1470 (PLF) Vx -1607 (PLF) Vy -305 SUPERIMPOSED LOAD DIAGRAM 1. THIS ROLL —UP DOOR SYSTEM IS DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING CODE 1999 EDITION, ASCE 7-98, FLORIDA BUILDING CODE 2004 AND INTERNATIONAL BUILDING CODE 2000. 2. THIS ROLL —UP DOOR HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-330 TO SAFELY RESIST A POSITIVE OR NEGATIVE WIND LOAD AS NOTED BELOW. A TEST LOAD OF 1.5 X DESIGN LOAD HAS BEEN USED, DESIGN LOAD = +35.0 PSF —38.0 3. WIND LOADS FOR BUILDING OPENINGS SHALL BE DETERMINED BY A PROFESSIONAL ENGINEER USING APPROPRIATE WIND SPEED AND DESIGN CRITERIA. THIS DOOR MAY BE USED WHERE THE DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD FOR THE BUILDING OPENING. 4. SUPERIMPOSED LOADS ON THE JAMBS FROM THIS DOOR ARE DESIGNED AS Vx AND Vy HEREIN. CONTRACTORS SHALL HAVE BUILDING ENGINEER VERIFY ADEQUACY OF BUILDING STRUCTURE TO RESIST SUPERIMPOSED LOADS Vx, Vy AND BRACKET LOADS SHOWN. 5. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH A.W.S. SPECIFICATIONS, LATEST EDITION. ALL WELDING ELECTRODES SHALL CONFORM TO A.W.S. A5.1 GRADE E-70, 6. DOORS SHALL BE PROVIDED WITH LOCK MECHANISMS AT THE OPTION OF THE OWNER. -A ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH -A MINIMUM TENSILE STRENGTH OF 60 KSI. EXISTING CONCRETE OR FILLED BLOCK JAMB EXISTING STEEL JAMB EXISTING MIN POWERS WEDGE -BOLT THICKNESS 3/8' X 4' @ 9' D.C. MAX W/MIN EMBEDMENT OF 2ILLING SCREW X 1' @ 9' O.C. MAX TACH WIN➢LOCKS COATED RIVETS ZINC OPENING WIDTH + 4 3/4' CURTAIN SHEET WIDTH + 3 3/4' Vy +281 EXISTING CONCRETE 0.438 py,< TOP VIEW I C I RETEST FOR FLORIDA 19. 14.500 - 3.0/0 3.780 2.680 --1— 2.750 +{ ,438 IJOU 1.600 1.600 1.563 21375 41 L%3 14.500 — Vx +1470 (PLF) 0 V 0 Vx -1607 (PLF) 4: '.• Ia.318 3X 91821 FRONT VIEW 1 1.170I— Lunn 4.0`00 2.830 L LF) Vy —305 (PLF) THREE 3/8'P POWERS SIDE VIEW OPTION 2 WEDGE —BOLTS W/ 1-1/2' :� Y CONCRETE/FILLED BLOCK JAMBS MIN. EMBEDMENT IN RH GUIDE MOUNT SHOWN CONCRETE OR THREE 3/8' DOOR MOUNTING BRACKET DETAIL - STEEL THRU BOLTS INTO MIN. 1/8' STEEL. IF EXISTING IS MASONRY, FILL CELL W/2500 PSI GROUT. - 8, DESIGN BASED ON CERTIFIED TESTING LABORATORIES, INC., TEST REPORTS NO. CTLA-1024W-1 FOR THROUGH GUIDE ATTACHMENT TO JAMB AND NO, CTLA-1194W-1 FOR TOE OF GUIDE ATTACHMENT TO JAMB FOR ALL AREAS EXCEPT FLORIDA, FOR FLORIDA ONLY, DESIGN BASED ON CERTIFIED TESTING LABORATORIES, INC., TEST REPORTS NO. CTLA-1432W FOR THROUGH GUIDE ATTACHMENT TO JAMB AND NO. 1432W-1 FOR TOE OF GUIDE ATTACHMENT TO JAMB, THESE C13NFIDENTIAL DOCUMENTS SUBMITTED BY JANUS CONTAIN INFORMATION OF A PROPRIETARY NATURE AND MAY NOT BE REPRODUCED OR USED TO MANUFACTURE ANYTHING IN PART OR IN WHOLE FOR ANY PURPOSE OTHER THAN THAT WHICH IS NECESSARY FOR PREPARATION OF BIDS OF ENGINEERING WITHOUT THE EXPRESS PERMISSION OF JANUS WHICH MAY RECALL DOCUMENTS AT ANY TIME UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES ARE, DECIMAL FRACTIONS ANGLES HOLE DIAMETERS ,XX ±.03 t 1/16 t 00 30' UNDER ,251 +.004 0a ,XXX t,005 ,251 to ,500 ±003 OVER ,500 +.00a IX 9, ANCHOR NOTES A. EMBEDMENT LENGTH DOES NOT INCLUDE STUCCO FINISH. B. FOR HOLLOW MASONRY, FILL ALL CELLS @ ANCHOR WITH 2500 PSI GROUT. C. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 10, DOOR ❑PERATION TYPE TO BE PUSH-UP, HAND CHAIN OR ELECTRIC. 11, GUIDE TO JAMB ATTACHMENT FASTENERS BEGIN 4' FROM FLOOR AND END AT TOP OF WALL OPENING, 12, TEST DOOR WALL OPENING SIZD 16'-0' x 8'-0', ART NUMBER- JANUS INTERNATIONAL CORPORATION 134 EAST LUKE ROAD TEMPLE, GA 30179-4435 ATERIAL. 770-562-2850/Fax 770-562-2264 © 2005 Janus International Corporation All Rights Reserved PPLIED FINISH, NIT IF MEASURE - CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY MAX, SIZE 16'-0' X 20'-0' APPROVALS DATE BEC BEEKY NELSON 1-31-03 NECKED- SIZE DRAWING NUMBER, REV, DON MILLS 1-31-03 g T 1 0 0 5 I C PPROVE➢, DON MILLS 1-31-03 SCALE, NONE SHEET OF. 2 2 78' VA. FRAME WDIH 76' MAX FRAME WIDTH 72' MAK. NOMINAL DOOR PANES MOTH 72' MAN. NOMINAL DOOR PANELS WIDTH 4 E , 4 1 4.//50 4\`. 4 0 4/ o ` r= i /• 6 \ DPP. / \ Opp. d 7 3/4- w d /• ; W •\ —L ` W 6 g. rt w 0 --rC. c rC cFi a rt 1- IB �— FL 13 4 I �Q 3 4 'A" BE / 3 1/2• I IU17� DETAIL 'A' SEE 1 28JJ-/14' --{ DETAIL 'A•�1ISHEET 7 42 3/4'SHEET 755 J/4- HARDWARE EXTERIOR OPTION I -A (PAIR DOOR) PACKAGE• 'GLOBAL• PASSAGE SET (IL-1100 SERIES) HARDWARE "GLOBAL" DEADBOLT (10-160 SERIES) 'IVES' FLUSHBOLTS (458 SERIES) "GLOBAL" HINGES (IP45459BNRP SERIES) THRESHOLD: 'PEMCO (2005 AS SERIES), 1 HIGH BUMPER TYPE ASTRAGAL• "PEMKO' (375CR SERIES), ONE AT EACH DOOR PANEL CORE: a) HONEYCOMB 1" CELL 1.1 Ib/cu.ft DENSITY b) POLYSTYRENE FOAM (OPTIONAL) BY APACHE PRODUCTS DESIGN PRESSURE RATING (PAIR DOOR) 1" HIGH THRESHOLD (2005 AS) EXTERIOR (PSF) INTERIOR (PSF) +75.0 r -75.0 C DETAIL 'A• SHEET 7 FlofiAPpnrvd ai. lva wish Ih< IDAU o 6ai Codt D�Is SEP D212o NOAY orf-o3� Mlul OYFn" 76' MAX. FRAME WIDTH 72' MAX. NOMINAL DOOR PANELS MOTH SEE DETAIL "B" SHEET 7 4 f / II 4 X 2 4 5 \ 4 II Opp. SEE DETAIL SHEET 29 7%4'�II — 42 3/4' 55 3/4' ij 67 3/4' EXTERIOR aauic EXTERIOR_l9 OPTION 2-A (PAIR DOOR) OPTION 3-A (PAIR DOOR) PACKAGE: "VALE" MORTISE LOCK W/DEADBOLT (8700 SERIES) "IVES" FLUSHBOLTS (45B SERIES) "GLOBAL• HINGES (IP4545BBNRP SERIES) HARDWARE PACKAGE: 'MONARCH" RIM PANIC EXIT DEVICE (18-R SERIES), THRESHOLD: "PEMCO• (2005 AV SERIES), 1/2" HIGH BUMPER TYPE ASTRAGAL• "PEMKO• (375CR SERIES), ONE AT EACH DOOR PANEL CORE: a) HONEYCOMB 1' CELL, 1.1 Ib/cu.fl DENSITY b) POLYSTYRENE FOAM (OPTIONAL) BY APACHE PRODUCTS CO. CO. i io W/57OF STRIKE PLATE, INSTALLED WITH "MONARCH' REMOVABLE POST MULLION (F4023 SERIES) 'GLOBAL" HINGES (IP454598NRP SERIES) THRESHOLD: "PEMCO" (2005 AV SERIES), 1/2" HIGH BUMPER TYPE CORE: a) HONEYCOMB 1' CELL, 1.1 Ib/cu.ft DENSITY b) POLYSTYRENE FOAM (OPTIONAL) BY APACHE PRODUCTS CO. DESIGN PRESSURE RATING (PAIR DOOR) 1/2' HIGH THRESHOLD (2005 AV) EXTERIOR (PSF) INTERIOR (PSF) NOT APPROVED' (SEE NOTE BELOW) NOT APPROVED' (SEE NOTE BELOW) (•) UNLESS UNIT INSTALLED IN THE NON -HABITABLE AREAS WHEN EGRESS/ESCAPE REQUIREMENTS: WATER INFILTRATION REQUIREMENTS ARE NOT NEEDED, OR COMPLIANCE OF THESE DOORS TO FLORIDA BUILDING CODE FOR UNITS INSTALLED AT LOCATIONS PROTECTED BY OVERHANG, EGRESS/ESCAPE APPLICATION TO BE REVIEWED BY SLOG. OFFICIAL SINCE THAT OVERHANG RATIO (OR)- OH (LENGTH)/O.H. (HEIGHT) PER CASE BY CASE BASIS, GREATER THAN ONE (1). TYPICAL ELEVATIONS VIEWED FROM EXTERIOR KELVYN WHITFIELD, P.E. 1002 N.E. 116th STREET MIAMI, FL 33151 LORIDA No.241 52' MAX. FRAME WIDTH 47 3/4' MAX NOMINAL �'�" D EI. wtam F4 SDETAIEE L 'A' 32' SHEET 7 4e 52' MAX. FRAME WIDTH 47 J/4' MAX. NOMINAL F DD� EL x1an4 - 52' MAX. FRAME WIDTH 47 3/4- MAX. NOMINAL DOOR PANO. W M I 4 v a n\ n 10 �A (�) APPm.N -. avmPlYiag WH L 'A° Florid. 56alogC 'leo�SHEET 7 IF HOAY C M�wo.rn.maoauca EXTERIOR EXTERIOR By• 'II EXTERIOR OPTION 5-A (SINGLE DOOR) OPTION 6-A (SINGLE DOOR) OPTION 7-A (SINGLE DOOR) HARDWARE PACKAGE "GLOBAL' PASSAGE SET (IL-1100 SERIES) HARDWARE PACKAGE 'YALE" MORTISE LOCK W/OEADBOLT (8700 SERIES) HARDWARE PACKAGE: 'MONARCH' RIM PANIC EXIT DEVICE (18-R SERIES), 'GLOBAL' OEAOBOLT (ID-180 SERIES) GLOBAL' HINGES (IP45458BNRP SERIES) WITH STRIKE PLATE (570F SERIES) 'GLOBAL" HINGES (IP4545BBNRP SERIES) THRESHOLD: "PEMCO' (2005 AV SERIES), 1/2" HIGH BUMPER TYPE 'GLOBAL° HINGES (IP45458BNRP SERIES) THRESHOLD: "PEMCO" (2005 AS SERIES), 1' HIGH BUMPER TYPE CORE: a) HONEYCOMB 1' CELL, 1.1 Ib/cu.ft OENSTTY THRESHOLD: 'PEMCO" (2005 AV SERIES), 1/2" HIGH BUMPER TYPE CORE: a) HONEYCOMB 1' CELL, 1.1 Ib/cu.ft DENSITY b) POLYSTYRENE FOAM (OPTIONAL) BY APACHE PRODUCTS CO. CORE: a) HONEYCOMB 1' CELL, 1.1 Ib/au.It DENSITY w ° 3 4 o m m \ b •\ � m •� 1 L /� B. I 2 SEEP 20 —{ DETAIL 'A" SHEET 7 44' b) POLYSTYRENE FOAM (OPTIONAL) BY APACHE PRODUCTS CO. DESIGN PRESSURE RATING (SINGLE DOOR) 11 HIGH THRESHOLD (2005 AS) EXTERIOR (PSF) INTERIOR (PSF) +85.0 -85.0 — za' — 32• 44' RATING (SINGLE DOOR) b) POLYSTYRENE FOAM (OPTIONAL) BY APACHE PRODUCTS CO. DESIGN PRESSURE 1/2' HIGH I EXTERIOR (PSF) INTERIOR (PSF) THRESHOLD1 NOT APPROVED- 1 NOT APPROVED- (2005 AV) (SEE NOTE BELOW) (SEE NOTE BELOW) (') UNLESS UNIT INSTALLED IN THE NON -HABITABLE AREAS WHEN WATER INFILTRATION REQUIREMENTS ARE NOT NEEDED, OR UNITS INSTALLED AT LOCATIONS PROTECTED BY OVERHANG, SINCE THAT OVERHANG RAT10 (OR)= OH (LENGTH)/O.H. (HEIGHT) GREATER THAN ONE (1). S/ EGRESESCAPE REQUIREMENTS: COMPLIANCE OF THESE DOORS TO FLORIDA BUILDING CODE FOR EGRESS/ESCAPE APPUCA71ON TO BE REVIEWED BY BLDG. OFFICIAL PER CASE BY CASE BASIS. TYPICAL ELEVATIONS VIEWED FROM EXTERIOR KELVYN WHITFIELD, P.E. 1002 N.E. 116th STREET MIAMI. FL 33161 IARIDA No.24140, MECHANICAL (') UNLESS UNIT INSTALLED IN THE NON -HABITABLE AREAS WHEN WATER INFILTRATION REQUIREMENTS ARE NOT NEEDED, OR UNITS INSTALLED AT LOCATIONS PROTECTED BY OVERHANG, SINCE THAT OVERHANG RAT10 (OR)= OH (LENGTH)/O.H. (HEIGHT) GREATER THAN ONE (1). S/ EGRESESCAPE REQUIREMENTS: COMPLIANCE OF THESE DOORS TO FLORIDA BUILDING CODE FOR EGRESS/ESCAPE APPUCA71ON TO BE REVIEWED BY BLDG. OFFICIAL PER CASE BY CASE BASIS. TYPICAL ELEVATIONS VIEWED FROM EXTERIOR KELVYN WHITFIELD, P.E. 1002 N.E. 116th STREET MIAMI. FL 33161 IARIDA No.24140, MECHANICAL GENERAL NOTES AND SPECIFICATIONS 1. DOOR FRAME SPECIFICATIONS (FS15 SERIESI• MATERIAL: FRAME, REINFORCEMENTS AND E.M.A. ANCHORS ARE MANUFACTURED FROM TENSION LEVELED STEEL, CONFORMING TO ASTM-AG53CS (COMMERCIAL STEEL) TYPE B. YIELD STRENGTH 30 KSI (MIN.) GALVANIZED TO ASTM-AS24 COATING DESIGNATION ZF75, KNOWN COMMERCIALLY AS PAINTA13LE GALVANNEAL. TYPE: 16 GAGE (.0590, DOUBLE RABBET (5 3/4' MIN.) AND 2' FACE FRAME CONSTRUCTION: MTTEREO CORNERS, INTERSECTING FACES CONTINUOUSLY WELDED ON THE INSIDE, INTERSECTIONS STOPS TACKS WELDED ON THE INSIDE, EXPOSED FACE GROUND SMOOTH, UNWELDED INTERIOR JOINT INTERSECTIONS, CAULKED WITH CLEAR GE SILICONE II. REINFORCEMENTS: HINGES (10 GA HIGH FREQUENCY TYPE) STRIKES (12 GA ASA TYPE. OR 18 GA FLAT BAR TYPE) CLOSER (16 GA FLAT BAR, WERE SPECIFIED) WALL ANCHORS: SIMPSON STRONG -TIE, SLEEVE ANCHOR SIZE 3/8' x 5' MODEL No. SL375 OF SUPPO AT THE JAMBS BY E.M.A. ANCHOR No. P-04 TACK WELDED TO THE FRAME PROFILE IN R LAC FLOOR ANCHORS: ONE 16 GA. (.059') FLOOR ANCHOR PROJECTION, WELDED TO BOTTOM OF EB AIL A) 2. DOOR SPECIFICATIONS (B20 SERIES1 MATERIAL FACE SHEETS 20 GA. (.033', COMPONENTS AND REINFORCEMENTS MANU RE FROM TENSION LEVELED STEEL, CONFORMING TO ASTM A653 CS (COMMERCIAL STEEL) TYP YIELD STRENGTH 36.7 KSI (MIN.) GALVANIZED TO ASTM-A924 COATING DESIGNATION ZF75, KNOWN COMMERCIALLY AS PAINTABLE GALVANNFAL CONSTRUCTION: 1 3/4' THICK, 20 GA. (.033' FACE SHEETS, PAPER HONEYCOMB CORE FULL FLUSH, INTERLOCKING I EDGE SEAMS COMMERCIAL SWINGING DOOR. HONEYCOMB CORE: ; ; DENSITY (EXPANDED) EXA OED 3. wL 180 PLY SINGLE GLUE LINE, 1' CELL, 23 in. lb./sq. in. COMPRESSIVE STRENGTH (ASTM C-365), 3900 in. lb./sq. in. COMPRESSIVE MODULES (EC), 17 in. lb./sq. in. SHEAR STRENGTH IN LENGTH (ASTM C-273) i 13 in. Ib./sq. in. SHEAR STRENGTH IN WIDTH (ASTM C-273) 3400 in. lb./sq. in. SHEAR MODULES (GC) IN LENGTH 1600 In. Its./sq. in. SHEAR MODULES (GC) IN WIDTH EPS POLYSTYRENE CORE (OPTIONAL) BY APACHE PRODUCTS COMPANY PER CURRENT NOA. ! CORE IS BONDED TO FACE SHEETS WITH SPRAY APPLIED NACAN #34-9014 REACTIVE HOT MELT POLYURETHANE ADHESIVE, WITH ISOCYANATE CATALYZING AGENT (APPLICATION RATE: 8 9/sq. ft.) TOP k BOTTOM: 16 GA. INVERTED ENO CHANNELS PROJECTION, WELDED TO FACE SHEETS. REINFORCEMENTS: HINGES (10 GA. HIGH FREQUENCY TYPE) LOCKS (12 GA CYLINDRICAL TYPE, 16 GA. MORTISE TYPE AND RIM EXIT DEVICE; SEE CORRESPONDING ELEVATION) HARDWARE: BUTT TYPE HINGES, 4 1/2' x 4 1/2' (THREE PER LEAF 'GLOBAL' IP45458BNRP SERIES, WITH EIGHT 1/2' x 12-24 FH.MS, PER HINGE) FLUSH13OLTS (TWO ON EACH INACTIVE LEAF, -IVES- 458 SERIES) PASSAGE SET (ONE ON ACTIVE LEAF, 'GLOBAL' IL-1100 SERIES), AND DEADBOLTS (ONE ON ACTIVE LEAF. 'GLOBAL' ID-150 SERIES). OR MORTISE LOCK (ONE ON ACTIVE LEAF, 'TALE' 8700 SERIES), OR RIM PANIC EXIT DEVICE (ON EACH ACTIVE LEAF, 'MONARCH' 18-R SERIES WITH 570E STRIKE PLATE), INSTALLED WITH REMOVABLE 'MONARCH' SERIES F4023 POST MULLION FOR DOUBLE DOORS. FINISH: TOUGH -UP, WITH OPTIONAL ZINC RICH PRIMER. 3 SH TIERS RFOUIREMENT, SHUTTERS NOT REQUIRED (LARGE MISSILE IMPACT RESISTANT) DESIGN PRESSURE RATINGS (OUTSWING DOORS) IXTERIOR (PSF) INTERIOR (PSF) 1' HIGH THRESHOLDI j 1 (2005 AS) +85.0 -85.0 SINGLE DOD ; 1/2' HIGH NOT APPROVED' NOT APPROVED - THRESHOLD ! 2005 AV) I 200AV) (SEE NOTE BELOW)l(SEE NOTE BELOW), 1' HIGH THRESHOLD +75,0 -75.0 (2005 AS) PAIR DOOR 1/2' HIGH NOT APPROVED* I NOT APPROVED• I THRESHOLD (2005 AV) !(SEE NOTE BELOW)! (SEE NOTE BELOW)' (•) UNLESS UNIT INSTALLED IN THE NON -HABITABLE AREAS WHEN WATER INFILTRATION REQUIREMENTS ARE NOT NEEDED, OR UNITS INSTALLED AT LOCATIONS PROTECTED BY OVERHANG, SINCE THAT OVERHANG RATIO (OR)= OH (LENGTH)/O.H. (HEIGHT) GREATER THAN ONE (1). COMPLIANCE OF. THESE DOORS TO FLORIDA BUILDING CODE FOR EGRESS/ESCAPE APPLICATION TO BE REVIEWED BY BLDG. OFFICIAL PER CASE BY CASE BASIS. App'd o."qi, with Ibc Florida <t66114 C-4Ek 01�1o�y NOAY OmF-�'3c-GI M�hyTd�DW HM�,M /Oaedl By l�: l+4Gf I. 1-M4a^da KELWN WHITFIELD, P.E. 1002 N.E. 116th STREET MIAMI, FL 33161 LORIDA No.24140. J ~ O N O = O U � w a Z Z J 10 w N � O � in Z 3: C�7 In VI cr W � v W O to FD. SMS, 12" O.C. MIN. 3000 PSI CONCRETE. HEADER STRUCTURAL MEMBER MUST BE DESIGNED TO CARRY 340 Ih/ft LOAD AND MUST BE REVIEWED BY BLDG. OFFICIAL (Z HEAD DETAIL 4 HEAD FRAME (NOT ANCHORED) I ' (4) 1/4'-20 x 1 1/4' S� DE I I I "MONARCH' F4023 POST MU N (83' LONG MAX.) j WITH FITTING AND CLAMP AT OP INTO DOOR HEAD I AND AT BOTTOM INTO CONCRETE, TYPICAL FOR OPTION 3-A (PAIR DOOR) ONLY. (SEE DETAIL 'B', SHEET 7) 1 3/4-,-,I TYP. _z iz a Wa I I I I wo I I © I O a <O as ¢w I I STEEL END CHANNEL ¢w ¢ O ¢ SPOT WELDED TO FACE O V O V I SHEET 2' O.C. 3 I (TYP. TOP k BOTTOM) w w i .w... 5' a MIN. 3000 PSI 'ELCO' 1/4'0 TAPCON, BY8POWERS -SEAL TAPPER MIN. 3000 PSI CONCRETE 1 O C MIN. EMBED. 1 1 2' MIN. EMBEDMENT. CONCRETE INiO CONCRETE. / I--- 2' TYP. ---I x 5/8' PH.SMS., 12' O.C. INACTIVE LEAF W� ACTIVE LEAF EXTERIOR 72" MAX. DOUBLE DOOR PANEL WIDTH (SEE CORRESPONDING ELEV.)� -- 76' MAX, DOOR FRAME WIDTH (SEE CORRESPONDING ELEV.) - 'ELCO' 1/4.0 TAPCON, �- 3/8.0 PERMA-SEAL TAPP 1 1/2' MIN. EMBED. BY POWERS FASTENERS, INTO CONCRETE 1 1/2' MIN. EMBEDMENT. �I 1 1/2' MIN. 1 /4' SHIM EMBED. D ' v F 'SIMPSON" STRONG —TIE 3/8' x 5' — (MOOEL SL375PF) SLEEVE ANCHOR, 1 1/2- MIN. EMBED. INTO CONCRETE (TYP. AT JAMBS) 1r M O L 6 7 6 OR 91 1 EXTERIOR 47 3/4MAX. SINGLE DOOR PANEL WIDTH `— (SEE CORRESPONDING ELEV.) 52" MAX. SINGLE DOOR FRAME WIDTH (SEE CORRESPONDING ELEV.) 5 JAMB (LOCK) DETAIL 5 "SIMPSON' STRONG —TIE 3/8" x 5'— (MODEL SL375PF) SLEEVE ANCHOR, 1 1/2' MIN. EMBED. INTO CONCRETE (TYP. AT JAMBS) J 1 1/2 MIN. 1/4' SHIM EMBED. p ' v 4 I 414,t EXTERIOR M 3000 PSI �_ 47 3/4' MAX. SINGLE DOOR PANEL WIDTH .0 PSI CO RETE. (SEE CORRESPONDING ELEV.) CONCRETE. 52' MAX. SINGLE DOOR FRAME WIDTH (SEE CORRESPONDING ELEV.) JAMB (LOCK) DETAIL 5 'MONARCH F4023 MULLION FRYING WITH CLAMP AT TOP k BOTTOM TYP. (SEE DETAIL 'B', SHEET 7) 'ppro.'se es Oooplylo, with 'he. Beidin Code 6 0 I 0 NOAd .omi-o. Miami OePtrYtimeg9 0 0 ay e�bAj I -rn- 1/6• GAP � 570E STRIKE PLATE 1 EXTERIOR 11 4 19 72' MAX. DOUBLE DOOR PANEL WIDTH (SEE CORRESPONDING ELF/.) 76' MAX. DOUBLE DOOR FRAME WIDTH (SEE CORRESPONDING ELEV.) ASTRAGAL DETAIL (MONARCH SERIES 18-R PANIC & 570F AND MONARCH F4023 SERIES REMOVABLE MULLION) PLA KELWN WHITFIELD, P.E. 1002 N.E. 116th STREET MIAMI, FL 33161 g�li e¢ FLORIOA No.24140, MECHANICA 6 . I OPTION MILS WITH TABS EACH - END FOR FRONT END WELDING 6.308' 1.743' 2.821" —1 1.743' I .180' WELDING. Y I I n 01.0270' 0.513' 8-32 TAP 0.396 0.81 Z' 0.812• • .020' .103' M2.20'"' SIX (8)2.188 2 .1 PROJECTONSWITH 0.165" .094" t9 GA. STANDARD 2 3/4' RACKsET LOCK REINFORCEMENT .050• ��---- 1 ..142' �- 1.109' 12/24 THREAD 1.142'�� 1.086' 1R CA ASA STRIKE P ATF R INFOR. MFNT WITH R0X OPTION; MLB WITH TABS FOR EDGE WELDING. r 1 19/32' :i 11/64- OFFSET N r .500' 500' HOLES TO AT #12/24 1.275" .388° .500• +0=5 O O Ul d O R.100"O DIMPLE (6) MR .615' 133' .387' .,500' .280' 0 ry m O .070" O O O O R.237" .025" 10 GA STANDARD HIGH FRECUENCY HINGE REINFORCEMENT AP'IWr1 a cemplriaY.+no ,hc Fw'jd' g�WI%I Cade Date E oZ Laa / NOAC • p�a4C d D1hdDd 4a ` KELVYN WHITFIELD, P.E. 1002 N.E. 116th STREET MIAMI, FL 33161 FLORIDA No.24140, MECHANII Hill BILL OF MATERIALS ITEM PARE No. I MATERIAL QUANTITY DESCRIPTION LOCATION 1 FS16 STEEL 16 GA. 1 I DOOR FRAME PROFlLE YIELD STRENGTH 36.7 KSI MIN. FRAME HEAD ANO JAMBS Z 2005 V ALUMINUM 1 'PEMKO' 1 2 HIGH BUMPER TYPE THRESHOLD FRAME SILL 3 CP4545BBNRP STEEL 3 PER LEAF HINGE ASSEMBLY FRAME JAMBS 4 ___ STEEL 10 GA 1 PER HINGE I HIGH FRECUENCY HINGE REINFORCEMENT FRAME JAMB HINGE LOCATIONS 5 No 458-1 BRAS 2 IVES FLUSHBOLT ASSEMBLY INACTIVE LEAF 8 IL-1 00 1 'GLOBAL PASSAGE LOCKSET ACTIVE LEAF 7 10-160 1 1 1 GLOBAL DEADBOLT ACTIVE LEAF e I --- IEL 18 GA. 2 2 3 4 BACKSET REINFORCEMENT ACTIVE LEAF LOCKSET k DEADBOLT 8 --- STEEL 12 GA. 11 LOCKSET STRIKE PLAIL REIN ORCEAIENT INACTIVE LEAF STRIKEEDGE 1p I -__ I STER Z GA. 1 I DEADBOLT STRIKE PLATE REINFORCEMENT INACTIVE LEAF STRIKE EDGE 11 1 820 1 STEEL 20 GA --- I FACE SHEET YIELD STRENGTH 36.7 KSI MIN. DOOR ANELS IOR de EXTERIOR 12 --- STEEL 16 GA 2 EAF END CHANNEL FULL LENGHT DOOR AN TOP O1TOM SPOT WELUEU 73 IS88O I WEATHERSRRP I AS RE D. I -PEMCO- WEATHERSTRIP FRAME PERIMETER k JAM S 14 1 --- I AS RE 0 HONEYCOMB CORE 1 C 1.118 a .ft DENS DOOR PANELS 15 375CR ALUMINUM 1 PER LEAF PEMKO ASTRAGAL PAIR ODOR A-1 & A2 OPTIONS DOOR PANEL EDGE 16 1872S ALUMINUM I I I"HAGER"ASTRAGAL PAIR DOOR A-3 DE ON ONLY CCR EDGE 17 F 23 STEEL 1 MONARCH 2 x 3 REMOVABLE POST MULUON W 570F STRIKE PLATE CENTER LINE OF DOOR T I RI 18 119-R STEEL 1 1 PER I ONARCH RIM PANIC EXR DEVICE W 570E STRIKE PLATE DOOR PANEL ON 7H 1g POLYSTYRENE I AS RE O. POLYSTYRENE FOAM CORE OPTIONAL BY APACHE PRODUCTS DOOR PANELS 2 8700 EL 1 ALE MORNSE LOCK WITH DEADBOLT PAN - CTME 21 STEEL 1 STRIKE PLATE PAN INACf1YEtl22 2005 AS ALUMINUM 1 PEMKO 1 HIGH BUMPER TYPE THRESHOLD JDOOR ILL23 03 AS ALUM INri AS RE '0. PI WEATHERSTRIP PERT ETBR HEAD & JAMB24 --- STEEL 18 GA 3 JAMB WALL ANCHOR GUIDE OUR JAMB5 25 --- STEEL 15 GA. 1 JAMB FLOOR ANCHOR PROJECOF EACH JAMB (WELDED) 2' LONG x 0.300' PIN h .125' WASHER FOR WOOD FLOOR, SECURED W/(2) 1/4' x 4' STEEL BOLTS OR (2) 1/4" x 1 1/2' 'ELCO' TAPCON. II�WELDED TO BOTTOM OF EACH JAMB a 0 DETAIL "A' C Fl OOR ANCHOR PflOJ ECTION KELVYN WHITFIELD. P.E. 1002 N.E. 116th STREET ' MIAMI, FL 33161 DRILL & TAP 1/8' REINF.- PLATE FOR #8-32 M.S. (4 PLACES), 1/8' MORTISE AT TABS. s E� I31 /��IA 1,60" rllirl H --�/1/4"-20 x 1 1/4" LONG PH.SMS., GRADE 2 " x 120 THK. x 83LG JULUON WITH TRIKE PLATE. REINFORCING TABS, WELDED ON DOOR OR ON 'Z' ASTRAGAL FOR ASA OR FLUSHBOLT Z. APProvui as cumlxYl^8'^1b/ W FbrWn fse°30 L �ZDDT 3/8°0 PERMA-SEAL NOA✓y D - �� O�d� I TAPPER BY POWERS ptAix�l FASTENERS, 1 1/2' MIN. y \ .EMBED. INTO CONCRETE. NO \ Y INTERIOR (PRIOR ASTRAGAL APPUCATION) (WITH °Z' ASTRAGAL APPUED) FLUSH BOLT DETAIL FLUSH BOLT PREPARATION DETAIL ('IVES' 458 SERIES FLUSH BOLT) (YPICAL AT TOP k BOTTOM) ri u DETAIL "B" �/ �G SERIES F40 3 "MONARCH' MUI IION ASSEMBLY DETALL g tIdN O�g r m W O � w H 0 LO O O F O In UJ a LL Z O � � N m w v Lo O 1 Z � 3 � 1n in Of 1A jimill BM-001 a4crr � tr �