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2648 Magpie Way 18-2537; ELEECTRIC
CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Lo 200 Jot) Address: -,jw.4( mcloole- Iflot] Historic District: Yes El No 0k 'a Parcel LD: 1A)I,1dhft,W kmog, Residential 11-C'ornmercial I - Type of Work: New Q " I- AdditionEl AlterationEl Repair.11 Demo El ctian-c of use El move El Description of), Vork: Plan Re%- ie%N- Contact Person: 1,110110: Fax: Email: Propertty Owner Information Naniel(lf L SQ-A1(L YLW6S Plione: v I , Street Ciry. State Zip: Title: Resident of propert-y?: Contractor Information Name-r- V:Y tT - I Phone: Street: j- Vv,- u i Fax: C - i C. =-;X C-1 Ciiv. State Zip: \—jj Inn—, State License No.: Nanic I)( ree I: City. St. Zip: Boridin Coinpany.- Architect/Eng i near Information Phone: Fax: E- mail: Lender: Address: WAR- NING TO OWNER: YOUR FAILUR'E TO RECORD A NOTICE OF CO IMENCEMENT REcULT IN 1'01.'F: P..\YINC; TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CWL\1ENcc)iEN"I' -MUST PF RECORDED AND POSTED ON THE JOP SITE EEFORE THE FIRST INSPECTION. IF YOU INTEND 1-0 OBTA;-"- FIN-NCING. CON-L'I-T wrrii YOUR LENDER OR AN ATTORNEY BEFORE 1,17CO RDING YO'Ll" NOTICE OF nnade no % vc-rl: or in;:2 a3 o, j1: 2 0, 2 :'1:-. ali %%or' \%.I 1 :0 1 lz..c: ..Z L M; perrik must bt- SrTtll-ed fur- elect; :1C3I NIT'ICCS. b0iI011- LHIkS, 1:d -itC01dit i Q t'ef'i - etc I'I; C 105.3, Shall be inscribed %,411 Ill., raid and the code in --,, ort -'Mt (!:1;v: 5 ' 120141 Buildi:v cod --- M N'OTI .L=: Lc addition to the requircinows of this permit. there may be additional re_trictions applicable to this Prope, that may be Found in the public records ofthis couniy. and there n,a,' be additional perniits r_quir_d front oiher goven:niman! eatilies such as tt•a;e; anaeenlent districts, state acencies, or federal agencies. cceptance of permit is verification that I will notify the cl-wner of the prope<<<' of the requiremeuis of Florida Li-il La -a-. FS 71:. The Ci:}' of Sanford requires paynient of a plan rLvie.i fee ai [Ile time of permit subnuttal. A cope of the executed contract is rLquired in order to calculate a plan ret•ie•s charge and will be considered ill:.f5ilinaied Construction value 01' the job at the ti1;1e of subrainal. The actual construction value will be fiet:red based on the current ICC Valuation Table in effect at the [:Ill;, the perli:it is iss'_cd, in CCCii:a lCe wiih local ordinance. ShoLld C3!Ctl12!ed char^_= figured off the exmatd conimcl CCce:d the acmal coostr-.tC:!Oi: \'al!1_•_, Credlr \hll be an lied to your porn-6i fees l,-hen the permli 1; lijtled OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all 1•ork «-ill he clone in compliance with all applicable kiNvs reQul:ltina constructioI13Dx1-7_O<n'. is Perso-ali•.• Knoxr. to \le or Produced ID Tvo, : of 1D of eo:::.-::_to; .tie-: D:; c"o "•• AMY R. MORRIS Notary Public -State of Florida Commission a GG 185209 My Comm.Ezpir M 10.2022 Bonded through onal Notary Assn. Cotilr 1. -__. .i_U:,11 :011'il to, OF Prod:tccc! ID TvpF - of ID BELO«r IS FOR OFFICE USE 01L)' Permits Recluired: Boil in Construction Type: Occupancy Use: Total Scl Ft of Bldg: M11. OccttpanCY Load: cll Construction: Electric - = of Ainips Fire Sprinkler Perfnit: Ye_ \. = o; I-ifad ; APPROVALS: ZU\f\G: E\ G!NEERFNG: C0) I.NIE:. TS: L` T!LITIES: Flood Zone: of Stories: Pluiiibin' - _ of Fixtures Fire: khrtn Per!nit: Yes \on WASTE\%*.-\ TEi;: El_ FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002537 Date 8/07/18 Application pin number . . . 565654 Property Address . . . . . . 2648 MAGPIE WAY Parcel Number . . . . . . . . 17.20.31.502-0000-2440 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 290154 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 20.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2684.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1069129 Permit pin number 1069129 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/07/18 Valuation . . . . 6200 Expiration Date . . 2/03/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1098.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number 18-00002537 Date 8/07/18 Property Address . 2648 MAGPIE WAY Parcel Number . . . 17.20.31.502-0000-2440 Application description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . Property Zoning . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1069129 Permit pin number 1069129 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL 1 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project No: 0110.1700817.0000 Workorder No: 9398862-4 Report Date: 8/15/2018 In -Place Density Test Report 8- a53? Client: Park Square Homes 5UES Technician: Sammie Edwards 200 Vineland Road, Suite 200 Orlando, FL 32811 Date Tested: 08/15/2018 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 2648 Maqpie Way (Lot # 244) Material: Native Reference Datum: 0 = Bottom of Footing Tvae of Test; Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density pcf) ptimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Native Depth inch) Pass or Fail 16 North Footing 0-1 ft 106.8 10.6 104.1 10.5 97 N/A Pas: 17 South Footing 1-2 ft 106.8 10.6 102.9 11.2 96 N/A Pas: 18 East Footing 1-2 ft 106.8 10.6 106.3 10.3 100 N/A Pas: 19 South East Corner of Pad (TOF) 1-2 ft 106.8 10.6 104.5 10.7 98 N/A Pas: 20 Center of Pad (TOF) 2-3 ft 106.8 10.6 107.3 11.5 100 N/A Pas: Remarks: TOF= Top Of Fill w T n /n 1ln.. •'.n•nl'n nlin nln #1. C..1, 1:'. n 4'...'nnl. •nn nll mn #. n_ n n F'/ 1;/ l mm-+., '.l n... nl:nnlr WWII n.•Ihnr.n/:'.n 0 5307 DESCRIPTION AS FURNISHED: Lot 244, WYNDHAM PRESERVE, as recorded in Plot iBook 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Atto0eys' Title Insurance Fund; Bank of America L LOT 242 LOT 243 N 8943'03" E 78.14 ' r. I LOT 244 24.80' 24.80' 24.ao' 24.80' J 19 p4 I 10.00' IJ.J y 23.1{1' 1J 11,7 o y4 17.0' J TJ O l O rn FORMBOARO FOUNDATION 1 O O TOFF TOP OF FORM c O •FORM AVERAGE 23.55' 1 O `" LOT 245 CO I J I y p a 7'. 5.J' •l`. II7.0' c4 fJ 13.3 23.1i' I 10.00' 35EM1 36.53' 25.20' 25.20' i 70' UAL MIT. s. P. . S 89'43'03 W 53.14' D=90'00'00 " R=25.00' SETBACKS AS FURNISHED \ 0,01 L=39.27' FRONT 2C=35.36' SIDE - 5 °(40' LOT) MA GPIL' %A ' CB=N 44.43'03 " E 75' ( 60' LOT) 10' ( 75' LOT) (50' PRIVATE R/W) SIDE STREET - 25' (60' NL 75' LOT) 15' ( 40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN f 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULAADNS OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 8,852 f SQUARE FEET PROPOSED FISHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT n TOTAL t SQUARE FEET FUTWORK I" PER DRAINAGE PLANS DRIVE 403/ 1I0• 51J 3 SOUARE FEET FOUNDAAONIPAD 2,454 3 SQUARE FEET PROPOSED DRAINAGE FLOW WALKS 67/ 99J- 1,060 f SQUARE FEET REAR PAAO 136 t SQUARE FEET LOT CRADINC TYPE A SOD 5,6B5/ B9fl B4ODI 3 SQUARE FEET FRONT PORCH DECK 64 SQUARE FEEF tPOOL DECK N/A f SQUARE FEET PROPOSED F.F. PER PLANS v 23.5' NOTE' FRONT $IDMALX AND SIRELT LOCATION TAKEN TROY PLANS FRONDED BY QIETIT •NOT FlELO VERIFIED CRUSEjVffEYER- SCOTT & ASSOC., INC. - LAND SURVEYORS LEDfMJ - - I • KAT IIIL - —T ON LINE 5400E COLONIAL OR. ORLANDO, FL 32807 (107)-277-3232 FAX (407)-658-14J6 rlRn • lmrx N0/6, i . Pw me Iii . ravrt s ncvicea LurvATurc ,. THE TJIM K + W CM Imam OETTW nur Va SM9Y rms no: scuvwma or MCTIC'E SET r ST n2 rLam• aarto or 1cM •® IAA& ...T v r01 uw olivAiuE 71•oressoHV. SINNETOIO •NO ,L•r+Ov N oaVaM st-17 nam• AowmIMN1Lr MW FVTSM•rR ro >RrrDN •TJ.OJ7, nam• srar n fJLV . ICPL•[iE •LI IMNL 101-IrmK !. WlID EYU.9C9 •rM IWRK is QJMIUa ANO OIOGMAL ILA® SELL. TNS SUMCY W/ m LLEQS AIa w VNA ti • LTOv % VI. . V1f1QCC 10DLT 1 M CIMLDY MAC IREPNQD /llgl mLE EIORWTIOM TDb19[D ITT THE WTTVr9M. WERE WY BE OTMCII MTIMTT Ms III! . 10W1 W ![6D•0110 fALC. : CA —TE• OR QSOME)m Div A= TM MIVDITr: IE1L. . 7m11t W f9•piCKx1 I.UI • ROuIdT R OTEMS MPA• T7 A fi• IAVOOIgq/1p rM iOYO?M17 WIE IN! LOfwl[D UMZ35 OIIRRIISE SMOVN. IMC J. TIMISKD -IL I =T 6Li1W a mf SLAIKY E; P.0- O Ion THE WX Nov. or T145t rJ7r11T1LD ITT NMITEnO1A0 Nor Ec Mllco w or Avr on1Lw Exrin. 0 ILDIMESL. • E1110DD TCKK LIli IN : EIfN1p- VAT •,l . IUtl•NRR 4 MEMPI Oro 9om 1011 5TNELW CA of AWMKMCMIS ITMON 9N 9 Nor 4[ usm ro LlcmirrMucr DounO•AJ LLME! Lpl1. .vrxtY •CAC[ WD4 ]. QMMION ME SHM ASSI SI MTON MET ON TCO DE EiKIYM N 4Sf EAMWG LMl) T WI+ ••AD1Aa - a eTEYAilIE1; P SNOAxL Ala MOLD ON WDOMAI 0[OORK vurrrx aTIN ur 111111. IILIESS oTHEnnsc NDIEO mr u ITr l COOE':Aa Or AURAL KW Na •NI. ' IiJC. • CMAPLI1•I FaCC - UP - roc[ I cT1 - TV- IT' w>nr SCALE - I• 20 DIUftN,, ITY, ••• I[. • I0IM1 E DlRVA11ME IDiM R TANfMC QSU1PT101 CERTIFIED 81' Da7E aRO[F IN. I<Lf. • Aow aor PEAK 05-15-201e JDa2-1a DiiTnccM FORMBOARD rOUN0Ar10N/rLEVS. 08-09-2018 5J2J-1e f C00 0 •[Ypp71DRIf1 MIS NILDINO\ PROIORY DOES NOT LIE WTrHW - ME ESTABUOD SHED 100 YEARFLOWPLANEASPER ?ARM' SO R.L / 4714 ONE x' WAT / 12117c0000 r (0l-2a-07) w. SCOTT, .LS / 4401 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONtApplicationNo: Documented Construction Value: S Job Address: )0t a t a Historic District: Yes No IN Parcel ID: Residential Do' Commercial Type of Work: New L Ad Addition Alteration Repair Demo Change of Use Move Description of Work: 1" I Qi-A 6- i/L5 0 •t Yl i,W 5 Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name fl- )Co'{i l.r tLJ[t1 p 1) Phone: `f q7- x II'f 7 4 d Street: a- ! Fax: Il 07 City, State Zip: o i- Ugyl , FL 3`4 73i State License No.: CF-Ci`fay Arch itectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. fBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Tile City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date O%mcr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 7 & Sig atureo on for/Agent bate Lrh5 s Print Contractor/Agent's Name Signatur69f`Notary-State of F orida ! Datc •0 1ldSSlON •'.? 7p> 7. Eve fo p :• 9ff 120855 : O Contractor/Agent is Personally Kno't/}°it':b Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories:. New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application t ECEIVE CITY OF SANFORD v BUILDING & FIRE PREVENTION NOV 01 2018 PERMIT APPLICATION BY. ------------ Application No: Documented Construction Value: $ 4837.00 Job Address: 2648 Magpie Way SANFORD, FL 32773 Historic District: Yes No Parcel ED:17-20-31-502-0000-2440 Lot 244 Residential E Commercial Type of Work: New E Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #100 Resident of property? City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park. FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that n separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date:.51d Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application of NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g Onstructipn and zoning. Signature ofOwncr/Agent Dam Print Owner/Agent's Name Signature of Notary-Stntc of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID e 11/1/18 Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Contractor/A ei t Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Gas[] Roof Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Pennit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002537 Date 11/01/18 Property Address . . . . . . 2648 MAGPIE WAY Parcel Number . . 17.20.31.502-0000-2440 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1085497 Permit pin number 1085497 Required Inspections Phone insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002537 Date 11/01/18 Application pin number . . . 565654 Property Address . . . . . . 2648 MAGPIE WAY Parcel Number . . 17.20.31.502-0000-2440 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 290154 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 20.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2684.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1085497 Permit pin number 1085497 Sub Contractor ONE STOP COOLING & HEATING INC Permit Fee . . . . 70.00 Issue Date . . . . 11/01/18 Valuation . . 4837 Expiration Date . . 4/30/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1098.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 15lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, i; Timothy SYnith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC M!iiM R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: ZS 37 Job Information Builder: SQUmCommunity:Nesd Lot: Z `lL-j`l( Address: Z6 g MOAT Onto Unit: City: State: Pt Zip: 3Z773 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): 1761 60 Method for calculating building volume: X CFM Building Volume ACH(50) O Retrieved from architectural plans PAS echanical Ventilation is not required) ® Code software calculated PASS (with Mechanical Ventilation) O Field measured and calculatedFAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other Infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and Flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Will Torres License/Certification #: 9704654 Issuing Authority: RESNET P FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: , arC Permit #: 17 2S3 Job Information Builder: Community: ` Lot: Zy 1 Address: 26 Q Unit: City: lb t-cl State: Zip: ,) Duct Leakage Test Results System 1 L cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES (sa;) E]NO (sod) Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the 209/ G 02ZQn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 rGPC O, 03 AI LP% fidDucttightnesssASby testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Z'I-1 Printed Name of Tester: Will Torres License/ Certification #: 9704654 Issuing Authority: RESNET L W a, E 0 X W z tA ce Certificate of Achievement THIS ACKNOWLEDGES THAT Will Torres HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED HOME ENERGY RATER RT IN # 9704654 Certification Date: November 7, 2018 Certification Expires: November 7, 2021 2 Tim Smith, RESNET Quality Assurance Designee 1 1* h5ig ears RESNET QA Provider # (1998-199) FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 244 Madrona C LHG Bed4 - S Builder Name: Park Square Homes Street: 2648 Magpie Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall' Types (2128.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1787.30 ft2 b. Frame - Wood, Adjacent R=11.0 340.67 f12 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= f12 5. Is this a worst case. No 10. Ceiling Types (2091.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 2091.00 f12 6. Conditioned floor area above grade (ft2) 2091 b. N/A R. ft2 Conditioned floor area below grade (ft2) 0 c. N/A R. ft2 11. Ducts R ft2 7. Windows(276.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 418.2 a. U-Factor: Dbl, U-0.55 150.00 f12 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 30.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.618 ft. Area Weighted Average SHGC: 0.234 14. Hot water systems 8. Floor Types (2091.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 2091.00 ft2 b. Conservation features EF: 0.900 b. N/A R= ft2 None c. N/A R. ft2 15. Credits Pstat Total Proposed Modified Loads: 61.02 Glass/Floor Area: 0.132 PASSTotalBaselineLoads: 64.58 I hereby certify that the plans and specifications covered by Review of the plans and STgl this calculation are in compliance with the Florida Energy specifications covered by this O'j-(NE Code. oi4itaRy-Joncaby LoNdto calculation indicates compliance r _;-',,. 0LeandroFuentesFuenteswiththeFloridaEnergyCode. r+„•.: -ti i:.,• O Date•. 20165.1711:5156.64atrPREPAREDBY: Before construction is completed 4 ,!, DATE: this building will be inspected for y compliance with Section 553.908 I hereby certify that this building, as de ighed, is in compliance Florida Statutes. _ with the Florida Energy Code. D0 0 wt OWNER/A BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 Parcel ID Number: 17-20-31-502-0000- Z4 0 Prepared By Daphne Clark and Park Square Homes Return To : 5200 Vineland Road, Suite 200 Orlando, Fl 32811 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. Permit Number: GRANT MALOY, SEMINOLE COUNT,[: CLE10', OF CIRCUIT COURT & COMPTROLLER BK 9153 Ps 156 (1F'ss) CLERK'S 4 2018068004 RECORDED 116/14/2018 02:26:30 PH RECORDING FEES $10. 0 RECORDED BY tsrn i th The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided(( in this Notice of Commencement. 1. Description of Property: LOT ?(4(4 v - Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102, ofthepublic records of Seminole County, Florida. flagAddress : SUIC , Sanford Fl 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Address Telephone 4. Fee Simple Title Holder: 5. Contractor Name and Address: Name Address Telephone 6. Surety: N.A. Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, Fl 32811 407) 529-3000 N. A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, Fl 32811 407) 529-3000 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: 14y Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public - Daphne Clark My commission expires: 6/27/19 Serial No. FF209108 ry Signature: o. No t0Po GRANT MALOV F7- r A C CIRCUIT CC)ORT 9 f q CLERK OF P i ROLLER It'• '':•C' c ry seal: AN' I) COM FLORION "max; rr SEMIN 0 EPUTr CLERK gate NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. la-,- 1/0 4 - Signature ofOwne6/ T r/Agent Date Signature of Contractor/Agent Date VISHAAL S GUPTA VISHAAL S GUPT Print Owncr/Agent's Name Print Contractor/A nt'. Signature of Notary AWFlorida Dake Signature of Notary -State of Florida ate o• A'iFE '.::'Q4t)•tassl- 08 W p'' 5101 2p19 : • Wcr cA "V 209 a9~ ,.rW EaN tyStt #« RHotatY rh Owner/Agent is YES Pe dam# o Me or Contractor/Agent isfi¢' I ersonally Known to Me or Produced ID N/A TypeaNtt9 Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [Rf Electrical®' Mechanical[ ' Plumbing® Gas[] Roof Construction Type: NM Occupancy Use: Flood Zone: V Total Sq Ft of Bldg: 2-4-b 4 Min. Occupancy Load: \'l # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No [g # of Heads APPROVALS: ZONING•Ww"' UTILITIES: ENGINEERING: 'lTC_ 0-14-16 FIRE. Ok to construct single family home COMMENTS: _ with setbacks and impervious area shown on plan. .6 -a " Io "- Zo9 I rvlAj b ram. - C , czL Q-5 Plumbing - # of Fixtures 0 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SE I Z'Ig u b'e % Vaf' I , gnCCaD ri on Jun. ZZ, 2018. if Revised: January I, 2018 Permit Application CITY OF 6ANFORI) FIRE DEPARTMENT ti. Documented Construction Value: $ 29ois,4.c° JobAddress: G U l l Historic District: Yes No Parcel ID: 17-20-31-502-00 0-,2?!4 0 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Z 64= Plan Review Contact Person: Daphne Clark Title: Building & Fire Prevention Division Phone: 407-257-6940 Fax: A Zola- PERMIT APPLICATION Application No: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Pprmit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: 3ELEGTRICA•L:PER1yIIT` -.,. _ _ :,•:,` .:+:'•,.:.r;;,-:,, :,- Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final M i7C IN- Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VME'CIiANICALGPE_R_ _IVIIT: Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF _ Building & Fire Prevention DivisionSkNFORD- c- PERMIT APPLICATION FIRE DEPARTMENT'' r. Application No• J Documented Cons•truction Value: $ P 71N Job Address: ;F U Q /t Historic District: Yes No Parcel ID: 17-20-31-502-00 0-41 0 Residential Commercial[] Type of Work: New Addition JI Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Z 6=6= Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EVIPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. la"', 1/0 /0 TSignatureofOwner/Agent Date Signature of Contractor/Agent Date VISHAAL S GUPTA VISHAAL S GUPT Print Owner/Agent's Name Print Contractor/A nt' Signature of Notary4wFlorida Dake Signature of Notary -State of Florida __,,att' eQQ 1i"• 08 roar, O.a DOFF ''.w NK D.a 2c\SS * dune 019 y,Q1REg,NoatYSettr' * . aobns rn Owner/Agent is YES Pe d:;To Me or Contractor/Agent is'MIfersonally Known to Me or Produced ID N/A Type d V15 Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Jb 44-7 WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 .Permit Application CITY OF SJ NFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Daphne Clark Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-257-6940 Fax: Email: parksquare@permitspermitspermits.com Property Address: 2648 Magpie way Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-2440 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-2537 Reviewed by: Michael Cash, CFM Date: June 14, 2018 CITY OF Application for Right -of -Way S OPD Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: Aerial installation Underground Utilities Small Cell/Wireless Other (describe): Brief Description of Work: errectional Bore Roadway open cut -single lane n Co -location Jack & Bore Roadway open cut —multi lane n New pole DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: O Emergency Repairs - Excavation Information: Aerial Info: Length Reason: Total Length (Feet) Feet) # of Poles Completion Date: Open Roadway Cuts: Existing) This Application is submitted by: Signature: Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: Address: 5200 Vineland Rd.. STE 100. Phone: 407-257-6940 Fax: Orlando FL 32811 New) Email: Parksquare@PermitsPermitsPermits.com Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's Jurisdiction, and the right, title, or interest in the land to be entered and used by the permitee. The permitee shall at all times assure all risks and Indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising in any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are in the public right-of-way. The applicant must notify the City 48 hours prior to construction and again when construction is completed via the following email address: michael.cash @sanfordfl.Qov I have read and under a above statement and by signing this applicatio I agree to its terms. Signature: Date: 613Aw- Application No: Reviewed: Public Works Utilities Engineering Inspected By: Conditions*: Fee: Date: Date: Date: Date: (' (( • ZU1 Date: l.LL-6,) Ct i FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 244 Madrona C LHG Bed4 - S Street: 2648 Magpie Way Builder Name: Park Square Homes Permit Office: City of Sanford gUllp City, State, Zip: Sanford , FL , Permit Number 1 8 - 2 5 3 7 Owner: Jurisdiction: 691500 SANFORp Design Location: FL, Orlando County:: Seminole (Florida Climate Zone b F 1. New construction or existing New (From Plans) 9. Wall Types (2128.0 sqft.) Insulation ea 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1787.30 ft2 b. Frame - Wood, Adjacent R=11.0 340.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2091.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2091.00 ft2 6. Conditioned floor area above grade (ft2) 2091 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(276.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 418.2 a. U-Factor: Dbl, U=0.55 150.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kB1u/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 30.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.618 ft. Area Weighted Average SHGC: 0.234 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (2091.0 sqft.) Insulation Area 0.900 a. Slab -On -Grade Edge Insulation R=0.0 2091.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 61.02 Glass/Floor Area: 0.132 PASSTotalBaselineLoads: 64.58 1 hereby certify that the plans and specifications covered by Review of the plans and FINE Sz%i, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance h,''' _?;•,,,.: a9uly 9<<d,o Leandro Fuentes F-1. with the Florida Energy Code. N,r„ . -.:: ...•. „ O PREPARED BY: Date- 2018 05171152.56.04 Before construction is completed L•. DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COD with theFloridaEnergyCode. WE1 OWNER/ T' BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory - sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage on requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. 5/17/ 2018 11:50 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 244 Madrona C LHG Bed Bedrooms: 4 User Conditioned Area: 2091 Total Stories: 1 1 Worst Case: No Park Square Homes Rotate Angle: 0 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 244 Block/Subdivision: WP PlatBook: Street: 2648 Magpie Way County: Seminole City, State, Zip: Sanford , FL , CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2091 19446.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2091 19446.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.5 ft 0 2091 ftz 0.29 0 0.71 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. ' (deg) 1 Hip Composition shingles 2339 ftz 0 ftz Dark 0.9 N 0.9 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RES IRCC 1 Full attic Vented 300 2091 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 2091 ftz 0.1 Wood 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R4n5-2n17 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Y #Ornt-To WaILType Space R-Value-Et-In-Et-ln Area R-Value-Eraction-Absor- Grade%- 1 N Exterior Concrete Block - Int Insul Main 4.1 45 0 9 4 420.0 112 0 0 0.8 0 2 E Exterior Concrete Block - Int Insul Main 4.1 65 0 9 4 606.7 ft2 0 0 0.8 0 3 S Exterior Concrete Block - Int Insul Main 4.1 25 6 9 4 238.0 f12 0 0 0.8 0 4 W Exterior Concrete Block - Int Insul Main 4.1 56 0 9 4 522.7 f12 0 0 0.8 0 5 Garage Frame - Wood Main 11 36 6 9 4 340.7 IF 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main None 39 3 8 24 ft2 2' Wood Main None 39 2 8 8 21.3 f12 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 2 n 1 Metal Low-E Double Yes 0.58 0.25 N 96.0 ft2 8 It 0 in 1 ft 0 in None None 3 e 2 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 e 2 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 s 3 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 6 s 3 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 1 ft 0 in 3 It 6 in Drapes/blinds None 7 s 3 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 7 ft 4 in 6 It 0 in Drapes/blinds None 8 w 4 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 9 W 4 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 ft2 393 ft2 52 It 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2268.7 124.55 234.24 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 33 kBtu/hr 1 sys#1 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 418.2 ft Main 104.55 Prop. Leak Free Main cfm 62.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingf Jan [ Feb Mar Apr May Jun Julf Au Se f Oct Nov Dec HeatinfX Jan [X} Feb JX} Mar Apr May XjJun Jul Auf SeP Oct Nov HXDec HVentin [ j Jan [ ]] Feb X] Mar X] A r Ma Jun [ Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( W D) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/ 17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2648 Magpie Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installatlon.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraff and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage W indows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. 1 Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 "C) or below 55°F (1 WC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASH RAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions'for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design healing load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorgohe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IIIIIIIIIIIIIIIIS ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0 54 SHGC: SHGC=O 25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 2648 Magpie Way, Sanford, FL, New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2091 b. N/A c. N/A Area 11. Ducts 150.00 ft2 a. Sup: Attic, Ret: Main, AH: Main 96.00 ft2 12. Cooling systems 30.00 ft2 a. Central Unit ft2 13. Heating systems a. Electric Heat Pump 3.618 ft. 0.234 Insulation Area 14. Hot water systems R=0.0 2091.00 ft2 a. Electric R= ft2 b. Conservation features R= ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=4.1 1787.30 ft2 R=11.0 340.67 ft2 R= ft2 R= f12 Insulation Area R=30.0 2091.00 ft2 R= ft2 R= ft2 R ft2 6 418.2 kBtu/hr Efficiency 34.8 SEER:16.00 kBtu/hr Efficiency 33.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat O T iE S1'.4 bra 4 8 yCOD WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 244 Madrona C LHG Bed4 - S Builder Name: Park Square Homes Street: 2648 Magpie Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire..qQ ink! rover lates and walls or ceal' a. In addition, inspection of log walls shall be in accordance with the provisions of ICC 400. 5/17/2018 11:50 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating 7225 Sardscove Coot, W irter Park FL 32792 Phone- (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.00m Licerse: CA0032444 For: Park Square Homes Notes: Job: Madrorra C LHG Bed4 Date: 05/23/2017 By. LF Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 cF Outside db 92 cF Inside db 68 cF Inside db 74 cF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21241 Btuh Structure 20002 Btuh Ducts 2223 Btuh Ducts 4637 Btuh Central vent (0 cfm) 0 Btuh Central vent-(0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23464 Btuh Use manufacturers data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 23998 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2661 Btuh Ducts 1024 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 2028 202E Equipment latent load 3685 Btuh Volume (ft3) 18860 18860 Air changes/hour 0.32 0.16 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 27683 2.7 Btuh tonEquiv. AVF (cfm) 101 50 total capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6A0C36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 33 `F Backup: Input = 7 kW, Output = 24790 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr19htso11-t- 2018-May-17 11:35A4 Righ-Sute®Uriversal2018 18.0.11 RSU23249 Page 1 Des1dop\TEMP\Lo1244 Madrore C LHG 13ed4 - S np Calc =" Fror1 Door faces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOnaStopCoolirg.com License: CAC032444 Job: Madroria C LHG Bed4 Data: 05/23/2017 By. LF 1 Room name Entire House BEN 2 E)poSed well 191.5 1t 295 11 3 Room height 93 A d 93 it heatbool 4 Room dimensions 1.0 x 161.5 1t 5 Room area 2027.9 fR 161.5 fR Ty Construction U-value Or HTM Area OF) Load Area 012) Load number ptulvft n Bbi or perimeter (fl) Btuh) or perimeter (A) BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 605 552 205E 1597 126 111 413 320 4A5.2om 0550 ne 1435 22.14 45 0 646 996 15 0 215 332 4B5-2hn 0540 no 14.09 2359 8 0 113 189 0 0 0 0 13A.4ocs 0.143 se 3.73 2.90 237 169 631 490 121 91 339 263 11 4A5-2om 0550 se 1435 2197 30 2 431 659 30 2 431 659 4135.21m 0540 se 1409 24.09 6 0 85 145 0 0 0 0 485-2hn 0540 se 1409 16.41 8 6 113 131 0 0 0 0 11 DO 0390 se 10.18 1227 24 24 244 294 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 521 483 1802 1398 28 28 104 81 4A5.2om 0550 sw 1435 21.97 30 2 431 659 0 0 0 0 4B5-2fm 0540 sw 14.09 2237 8 1 113 179 0 0 0 0 Vj! 13A-flocs 0.143 nw 3.73 2.90 419 278 1036 804 0 0 0 0 41A5-tom 0550 nw 1435 22.14 45 0 646 996 0 0 0 0 I—GG 4A5-2omd 0580 nw 15.14 27.72 96 0 1453 2662 0 0 0 0 PIL--D 12C-Osw 0.091 238 151 339 318 756 479 0 0 0 0 11DO 0390 n 10.18 1227 21 21 217 262 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 2027 2027 1693 3565 162 162 135 284 F 22A-Ipm 1.180 30.80 0.00 2027 192 5898 0 162 30 909 0 6 c) AED excursion 634 28 Envelopeloss/gain 18365 16138 2545 1968 12 a) Infiltration 2877 1014 443 156 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/other 1700 0 Subtotal (lines 6 to 13) 21241 20002 2989 2354 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 253 227 14 Subtotal 21241 20002 3242 2581 15 Dud loads 101% 23% 2223 4637 10% 23% 339 5% Total room load 23464 1 24639 3581 3179 Air required (dm) 0 1160 0 150 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w lgtit19o1't- 2018-May- 17 1135:44 Right-Suite®Uriversal2018 18.0.11 RSLt23249 Page 1 Desldop\TEMP\Lot 244 Madrora C LHG Be& - S np Calc = M18 Front Door faces. S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wirier Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web' wwwOreStopCoolirg com License CAC032444 Job: Madrorta C LHG Bed4 Date: 05/2312017 By: LF 1 Room name BTH3 BED3 2 EVosed wall 55 ft 145 ft 3 Room heigh 9.3 ft heaVcool 93 ft heat/000l 4 Room dmensions 9.0 x 55 ft 1.0 x 169.0 ft 5 Room area 495 fF 169.0 fF Ty Construction U- value Or HTM Area OF) Load Area 012) Load number BtufMz-'F) BluW or perimeter (ft) Btuh) or perimeter (ft) Bfuh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 51 47 176 137 135 120 447 347 4A5.2om 4B5- 2hn 0550 0540 ne ne 14. 35 14. 09 22. 14 2359 0 4 0 0 0 56 0 94 15 0 0 0 215 0 332 0 13A- 4ocs 0. 143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-2om 0550 se 14,35 21.97 0 0 0 0 0 0 0 0 4B5-2hn O. 540 se 14.09 24.09 0 0 0 0 0 0 0 0 4B5.2fm 11 DO 0. 540 0390 se se 14. 09 10. 18 16. 41 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 4ocs 0. 143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 sw 1435 21.97 0 0 0 0 0 0 0 0 4135.21nn 13A- 4ocs 0. 540 0. 143 sw nw 14. 09 3. 73 2237 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 0550 nw 1435 22.14 0 0 0 0 0 0 0 0 4A5-2omd 0580 nw 15.14 2772 0 0 0 0 0 0 0 0 P 12C-09N 0.091 238 151 0 0 0 0 0 0 0 0 11100 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0032 0.84 1.76 50 50 41 87 169 169 141 297 F 22A.tpm 1.180 30.80 0.00 50 6 169 0 169 15 447 0 6 c) AED excursion 16 61 Erlvelope loss/gain 443 301 1250 915 12 a) 'Infiltration 83 29 218 77 b) Room venfilafion 0 0 0 0 13 Irderrtalgains: Occupants @ 230 0 0 1 230 Appliancesrother 0 0 Subtotal (lines 6 to 13) 526 331 1468 1222 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 15 10 21 14 Subtotal 533 345 1479 1243 Ductloads 1109/ 1 239/6 56 80 101/6 23% 155 288 r Total room load 589 425 1633 1531 Air required (dm) 0 20 0 72 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rw 2018-May- 171135:44 Right-SulegUriversal 2018 18.0.11 RSU23249 Page 2 Desktop\TEMP\Lot 244 Madrore C LHG Bed4 - S.rtp Calc = K2 Front Door faces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreSlopCoolirg.com Lioerse: CAC032444 Job: Madrona C LMG Bed4 Date: 05/23/2017 By. LF 1 Room name LDRY 2 Exposed wall 0 ft 10.0 A 3 Room height 93 ft heakool 93 ft heaVmol 4 Room dimensions 35 x 35 11 1.0 x 92.5 ft 5 Room area 123 fF 925 fF Ty Construction U-value Or HTM Area (W) Load Area (fF) Load number Bb It -49 Btu I or perimeter (A) BWh) or perimeter (A) BNh) Heat Cool Gross N/P/S Heat Cool Gross N/Pi5 Heat Cool 6 13A•4ocs 0.143 ne 3.73 2.90 0 0 0 0 28 28 104 81 4A5-2om 0550 ne 1435 22.14 0 0 0 0 0 0 0 0 4B5-2fm 0.540 no 14.09 2359 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 65 59 221 171 11 4A5-2om 0550 se 1435 21.97 0 0 0 0 0 0 0 0 4B5-2fm 0540 se 14.09 24.09 0 0 0 0 6 0 85 145 4B5.2f n 0540 se 14.09 16.41 0 0 0 0 0 0 0 0 11D0 03W se 10.18 1227 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 sw 1435 21.97 0 0 0 0 0 0 0 0 4B5-2frn 0540 sw 14.09 2237 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 1--G 4A5-2om 05W nw 1435 22.14 0 0 0 0 0 0 0 0 I 4A5-2omd 0580 nw 15.14 27.72 0 0 0 0 0 0 0 0 PI - r--U 12C-Osw 0.091 238 151 0 0 0 0 126 104 248 157 11 DO 0390 n 10.18 1227 0 0 0 0 21 21 217 262 C 16B-30ad 0032 0.84 1.76 12 12 10 22 93 93 77 163 F 22A•1pm 1.180 3080 0.00 12 0 0 0 93 10 308 0 6 c) AED excursion 1 35 Ernelope lossrgain 10 21 1259 942 12 a) Infiltration 0 0 150 53 b) Room %entilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 110 21 1409 1495 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 21 303 260 14 Subtotal 0 0 1712 1756 15 Dud loads 10% 230/6 0 0 109/6 239/6 179 407 Total room load 0 0 1 1891 2163 Air required (dm) I I 0 0 0 102 Calculations approved byACCA to meet all requirements of Manual J 0 Ed. wrlghtBOTt- 2018-May-171135:44 cA "'""" Pogo-SuleOUriversal2018180.11 RSU23249 Page Desldop\TEMP\Lot 244 Madrore C LHG Bec14 - S.r p Calc - NU8 Front Door faces: S f tF- wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wirier Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web' wwwOneStopCoolir8 com License CA0032444 Job: Madrorta C LHG Bed4 Date: 05/23/2017 By: LF 1 Room name Kfr FOY 2 Exposed wall 0 If 55 11 3 Room height 93 It heat/cool 93 11 heat/000l 4 Room dimensions 245 x 105 fl 65 x 10.0 It 5 Room area 257.3 fF 65.0 fF Ty Construction U-value Or HTM Area (fF) Load Area (fl) Load number BtuhAF-9 Bbjw or perimeter (II) BWh) or perimeter (11) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj/ 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5.2om 4135.2(m 05% 0.540 ne ne 1435 14.09 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0GGG 13A.4ocs 0.143 se 3.73 2.90 0 0 0 0 51 19 71 55 11 4A5.2om 0550 se 1435 21.97 0 0 0 0 0 0 0 0 4135-2( m 0.540 se 14.09 24.09 0 0 0 0 0 0 0 0 4135-2fm 0540 se 14.09 16AI 0 0 0 0 8 6 113 131 11D0 0390 se 10.18 1227 0 0 0 0 24 24 244 294 Vj! 13A- 4ocs 0.143 sw 3.73 290 0 0 0 0 0 0 0 0 I--G 4A5-tom 05W sw 1435 21.97 0 0 0 0 0 0 0 0 GG 485- 2fm 0540 sw 14.09 22.37 0 0 0 0 0 0 0 0 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 G T 4A5-tom 0550 nw 1435 22.14 0 0 0 0 0 0 0 0 13A-4ocs 4A5-2omd 0580 nw 15.14 27.72 0 0 0 0 0 0 0 0 R I- D 12C-0sw 0.091 2.38 1.51 102 102 243 154 0 0 0 0 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B- 30ad 0.032 0.84 1.76 257 257 215 452 65 65 54 114 F 22A- tpm 1.180 30.80 0.00 257 0 0 0 65 6 169 0 6 c) AED excursion 86 7 Envelope loss/ gain 458 521 652 603 12 a) Infiltration 0 0 83 29 b) Room % entilation 0 0 0 0 13 lMemalgains Occupants@ 230 0 0 0 0 Applianoeslother 12M 0 Subtotal (lines 6lo 13) 45B 1721 735 632 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 199 184 735 632 14 Subtotal 657 1905 0 0 15 Dud loads 1 109/6 239/6 69 442 10'/ 23% 0 0 Total room load I I 725 1 23460 0 Air required ( dm) 0 110 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r*#- 2018- May-1711:35:44 A Right- Suite9Uriversa1201818. 0.11 RSLI23249 Page Desldop\TEMP\ Lot 244 Madrona C LHG Bed4 - S rrp Calc = M,18 Front Door faces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winer Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolingoom License: CAC032444 Job: Madrore C LHG Bed4 Date: 05/23/2017 By: LF 1 Room name DIN MWIC 2 Exposed well 0 ft 14.5 A 3 Room height 93 It heat/000l 93 ft heat/cool 4 Room dimensoms 1.0 x 232.0 ft 8.0 x 14.6 If 5 Room area 232.0 IF 116.7 fF Ty Construction U-value Cr HTM Area (fF) Load Area (fF) Load number BWh4F-'n BtuW or perimeter (it) Btuh) or perimeter (ft) BWh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0550 ne 1435 22.14 0 0 0 0 0 0 0 0 485-2hn 0.540 no 14.09 2359 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 se 1435 21.97 0 0 0 0 0 0 0 0 4B5.2fm 0540 se 1409 24.09 0 0 0 0 0 0 0 0 4135-2hn 0540 se 14.09 16AI 0 0 0 0 0 0 0 0 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 Vj! 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 135 135 503 390 G 4A5-2om 05M sw 1435 21.97 0 0 0 0 0 0 0 0 485.21n O.540 sw 14.09 2237 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5-tom 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 1 3 4A5.2omd 0580 nw 15.14 27.72 0 0 0 0 0 0 0 0 Ij 12C-0sw 0.091 238 151 0 0 0 0 112 112 265 168 p 11D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 176 232 232 194 408 116 116 97 204 F 22A-tpm 1.180 30BO 0.00 232 0 0 0 116 15 447 0 6 c) AED excursion 19 40 Envelope loss/gain 194 389 1312 723 12 a) Infiltration 0 0 218 77 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceskither 0 0 Subtotal (lines 6b13) 194 389 1530 799 Less extemalload 0 0 0 0 Less Warder 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 194 389 1530 799 15 Ductloads 1 100/0 23910 20 90 100/0 239/6 160 185 Total room load I I 1 214 479 1690 985 Air required (dm) 0 23 0 46 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Pl- rwg ltitaotT` 2018-May-1711:35A4 Rigtt- Srite®Uriversal2018 18.0.11 RSU23249 Page 5 Desldop\ TEMP\Lol 244 Madrore C LHG Bed4 - S rp Calc = MJ8 Frorl Door faces: S wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sendscove Court, W irter Park FL 32792 Phore. (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOnDSlopCoolirg com License: CAC032444 Job: Madrona C LHG Bed4 Date: 05/23/2017 By: LF 1 Room name MBTH MTO1 2 EVosedwall 7.0 A 6.0 It 3 Room height 93 It heat/000l 93 it heat/000l 4 Room dimensions 1.0 x 109.5 It 45 x 6.0 fl 5 Room area 109.5 fF 27.0 fF Ty Construction number U-value Btuh/Ax-9 Or HTM BtuhAn Area (fF) or perimeter (A) Load Btuh) Area (112) or perimeter (4) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 4A5.2om 4135-21m 0.143 05W 0.540 ne ne ne 3.73 14.35 14.09 2.90 22.14 23,59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-4ocs 4A5-2om 0.143 05Wse se 3.73 1435 2.90 21.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135.2trn 4B5.2lm 1/D0 0.540 0.540 03W se se se 14.09 14.09 10.18 24.09 16A1 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 4A5.2om 0.143 05W sw sw 3.73 14.35 2.90 21.97 65 0 61 0 228 0 177 0 56 0 52 0 193 0 150 0 yJ G 4135-2trn 13A-4ocs 4A5-2om 0540 0.143 0550 sw nw nw 14.09 3.73 1435 2237 2.90 22.14 4 0 0 1 0 0 56 0 0 89 0 0 4 0 0 1 0 0 56 0 0 89 0 0 I-G j 4A5-2omd 12C-Osw 0.580 0.091 rry 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rD 11 DO 1613-30ad 0390 0.032 n 10.18 0.84 1227 1.76 0 110 0 110 0 91 0 193 0 27 0 27 0 23 0 47C F 22A.Ipm 1.180 30BO 0.00 110 7 216 0 27 6 185 0 6 c) AED excursion 15 23 Envelope loss/gain 591 474 457 310 12 a) Infiltration b) Room ventilation 105 0 37 0 90 0 32 0 13 Internal gains: Omipants@ 230 0 0 0 0 Applianoesbther 0 0 Subtotal (lines6 to 13) 697 511 547 342 Less extemalload 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 697 511 547 342 15 Dualloads 10% 239/6 73 118 10% 239/6 57 79 Total room load 770 629 604 421 Air required (dim) 1 0 30 1 0 20 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghleo4t` 2018-May-1711:3544 A "' Right-Srite®Universal 201818.0.11 RSLI23249 Page Desktop\TEMP\-o1244 Madrore C LHG Bed4 - S.r p Calc = MJ8 Front Door faces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park FL 32792 Ptnre: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOreStopCootirg.com License CAC032444 Job: Madrona C LHG Bed4 Date: 05/23/2017 By: LF 1 Room name NEED LATH 2 Exposed wall 400 It 175 11 3 Room height 93 11 heatbool 93 It heat/cool 4 Room dimensions 145 x 17.0 It 18.0 x 115 If 5 Room area 246.5 tF 207.0 fF Ty Construction U-value Or HTM Area (f 2) Load Area (tt2) Load number BuuM--9 B or perimeter (11) Btuh) or perimeter (11) Binh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 79 79 295 229 0 0 0 0 4A5-2om 0550 ne 1435 22.14 0 0 0 0 0 0 0 0 4B5-2fm 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2om 0550 se 1435 2127 0 0 0 0 0 0 0 0 4135.2tm 0540 se 14.09 24.09 0 0 0 0 0 0 0 0 4B5.2fm 0540 se 14.09 16AI 0 0 0 0 0 0 0 0 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 yyll 13A-4ocs 0.143 sw 3.73 2.90 158 128 478 371 0 0 0 0 G 4A5-2om 0550 sw 1435 21.97 30 2 431 659 0 0 0 0 1L3 4135-2fm 0540 sw 14.09 2237 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 135 105 391 304 163 67 249 193 L2--G 4A5-2om 0550 nw 1435 22.14 30 0 431 664 0 0 0 0 4A5-2omd 0580 nw 15.14 27.72 0 0 0 0 96 0 1453 2662 12C-Osw 0.091 238 151 0 0 0 0 0 0 0 0 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 247 247 206 433 207 207 173 364 F 22A-tpm 1.180 30.80 0.00 247 40 1232 0 207 18 539 0 6 c) AED excursion 236 703 Envelope loss/gain 3464 2896 2414 3921 12 a) Infiltration 601 212 263 93 b) Room %entilation 0 0 0 0 13 Internal gains: Ooaupants@ 230 2 460 0 0 Applianoesbther 0 0 Subtotal (lines 6 to 13) 4064 3568 2677 4014 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 8 16 14 Subtotal 4064 3568 2685 4030 1151 Ductloads 1 109/6 239/0 425 827 109/6 1 281 934 Total room load 4490 4395 2966 4965 Air required (dm) 0 207 0 234 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r~ wrlgtiteoT!' 2018-May-1711:35:44 FligIt-Sute®Uriversal2018180.11 RSU23249 Pagel Desldop\TEMP\Lot 244 Madrora C LHG Bed4 - S r p Calc - KM Front Door faces, S d- wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coul, Witter Park, FL 32792 Phone- (407) 629 - 6920 Fax: (407) 629 - 9307 Web- wwwOneStopCoolirg com License CAC032444 Job: Madrorta C LHG Bed4 Date: 05/23/2017 By- LF 1 Room name BED2 BTH2 2 Exposed wall 36.0 A 55 If 3 Room height 93 ft heat/000l 93 fl heat/000l 4 5 Room dimensions Room area 1.0 x 169.3 0 169.3 f' 1.0 x 57.0 fl 57.0 fF Ty Construction U-value Or HTM Area YF) Load Area 09 Load number BUM 9 Btuft" or perimeter (fl) BWh) or perimeter (A) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 135 120 447 347 51 47 176 137 G 4A5.2om 0550 ne 14.35 22.14 15 0 215 332 0 0 0 0 G 4B5.2fm 0540 ne 14.09 2359 0 0 0 0 4 0 56 94 13A.4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2om 0550 se 1435 21.97 0 0 0 0 0 0 0 0 4B5-2fm 0.540 se 14.09 24.09 0 0 0 0 0 0 0 0 4B5-2fm 0540 se 14.09 16AI 0 0 0 0 0 0 0 0 11 DO 0-1% se 10.18 1227 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 79 79 295 229 0 0 0 0 C 4A5-2om 0550 sw 1435 21.97 0 0 0 0 0 0 0 0 L-C 4B5-2fm 0540 sw 14.09 2237 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 121 106 395 307 0 0 0 0 4A5.2om 0550 nw 14.35 22.14 15 0 215 332 0 0 0 0 4A5-2omd 0580 nw 15.14 27.72 0 0 0 0 0 0 0 0 L-D 12C-Osw 0.091 238 151 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0032 0.84 1.76 169 169 141 298 57 57 48 100 F 22A-tpm 1.180 30.80 0.00 169 36 1109 0 57 6 169 0 6 c) AED excursion 98 17 Errelope loss/gain 2818 1747 449 314 12 a) Infiltration 541 191 83 29 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3359 2167 532 343 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 7 8 16 14 Subtotal 3363 2175 540 359 15 Ductloads 101/6 230/6 352 504 10% 239/. 57 83 Total room load 3715 2679 597 443 Air required (dm) I 1 0 126 0 21 Calculations approved bvACCAto meet all requirements of Manual J 8th Ed. rw wrlgtiteoTt- 2018-May-1711:35,44 Righ-Srile®Uriversal201818.0.11 RSU23249 Page Deslaop\TEMP\Lol244 Madrora C LHG Bec14 - S.rnp Calc = MJ8 From Door races: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, W irter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wwwOreSlopCoolirg.com Lioerse. CAC032444 Job: Madrorla C LHG Bed4 Data: 05/23/2017 By: LF 1 Room name 2 Fxiosed wall O ft 0 A 3 Room height 93 ft heatbool 93 ft heat/mol 4 Room dimensions 35 x 8.0 ft 35 x 8.0 ft 5 Room area 280 fF 280 fF Ty Construction number U-value BtvM- F) Or HTM Btuw Area 012) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat I Cool Gross N/P/S Heat Cool Cross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 4B5.2Im 0550 0.540 ne ne 14.35 14.09 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-4ocs 4A5-2om 0.143 0.550 se se 3.73 14,35 2.90 21.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135-2fn 4135-2fn 0540 0540 se se 14.09 14.09 24.09 16.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 yl 13A-4ocs 0.143 sw 3.73 290 0 0 0 0 0 0 0 0 G 4A5-tom 0550 sw 14.35 21.97 0 0 0 0 0 0 0 0 I Vjl 4135-2fm 13A-4ocs 0540 0.143 sw nw 14.09 3.73 22.37 290 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--G 4A5-2om 05W nw 14.35 22.14 0 0 0 0 0 0 0 0 Ili 4A5-2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 j 12C-Osw 0.091 238 151 0 0 0 0 0 0 0 0 T--D 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 084 1.76 28 28 23 49 28 28 23 49 F 22A-tpm 1.180 30.80 0.00 28 0 0 0 28 0 0 0 6 c) AED excursion 2 2 Envelope loss/gain 23 47 23 47 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 230 0 0 0 0 Appliancesbther 0 0 Subtotal (lines 6 to 13) 23 47 23 47 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 23 47 23 47 14 Subtotal 0 0 0 0 15 Dud loads 1 100/0 239/6 0 0 100/0 230/6 0 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlghtt aoT- 2016-May-1711.35,44 ZcA "^ Pighl-Sute®Uriversal 2018 18.0.11 RSU23249 Page 9 Deskop\ TEMP1Lot 244 Madrore C LHG Bed4 - S.np Calc - KW Frort Door faces: S wrightsoft• Duct System Summary Job: Madrorra C LHG Bed4 y Date: 05/23/2017 Entire House By: LF One Stop Cooling and Heating 7225 Sardscove Coul. W irler Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: vwuwOreStopCoolirg.com License: CAG032444 Project• • For: Park Square Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.243 in/100ft 0 cfm 140 Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.243 in/100ft 1160 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2679 0 126 0.271 7.0 Ox0 VIFx 25.4 100.0 sti BEDS c 1531 0 72 0.275 6.0 Ox0 VIFx 23.5 100.0 st1 BED4 c 3179 0 150 0.280 7.0 Ox0 VIFx 21.3 100.0 st3 BTH2 c 443 0 21 0.282 4.0 Ox0 VIFx 20.5 100.0 sti BTM3 c 425 0 20 0.282 4.0 Ox 0 VIFx 20.4 100.0 st3 DIN c 479 0 23 0.276 5.0 Ox0 VIFx 23.3 100.0 sti LATH c 2482 0 117 0.243 6.0 Ox 0 VIFx 39.8 100.0 st2 GATM-A c 2482 0 117 0.285 6.0 Ox0 VIFx 19.4 100.0 st1 Krr c 2346 0 110 0.248 6.0 Ox0 VIFx 37.2 100.0 st2 LDRY c 2163 0 102 0.302 6.0 Ox0 VIFx 17.5 95.0 st3 McED c 4395 0 207 0.249 8.0 Ox0 VIFx 36.6 100.0 st2 MBTH c 629 0 30 0.253 4.0 Ox0 VIFx 34.2 100.0 st2 MTOI c 421 0 20 0.252 4.0 Ox 0 VIFx 35.2 100.0 st2 MW IC c 985 0 46 0.252 4.0 Ox 0 VI Fx 35.1 100.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 PeakAVF 0 272 0.280 498 10.0 0 x 0 VinlAx st1 PeakAVF 0 358 0.271 657 10.0 0 x 0 vnlFlx st2 PeakAVF 0 530 0.243 675 12.0 0 x 0 VinlFlx wrightsoft' 2018-May-1 7 11 35 45 RigN-Sute®Uriversal2018180.11 RSU23249 Pa e 1 ACCN e DesMop\TEMP\LoI 244 Madrore C LHG Bed4 - S.rtp Calc - MJ8 Frort Door laces. S Return Branch Detail Table Name Grille Size (in) Htg Cfm) Clg Cfm) TEL ft) Design FR Veloc fpm) Diam in) , H x W in) Stud/Joist Opening (in) Duct Mail Trunk rbi Ox 0 0 1160 0 0 0 0 Ox 0 VIFx wrightsoft' 2018-May-17113545 gft-Sute®Uriversal201818011 RSU23249 Page 2 Desldop\TEMP\Lot 244 Madrore C LHG Bed4 - S np Calc = MJ8 Fror1 Door faces. S 9 Static Pressure and Friction Rate Job: Madrona C LHG Bed4 wri htsoft Date: 05/23/2017 Entire House By: LF One Stop Cooling and Heating 7225 Sardscove Cout, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 For: Park Square Homes Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses coil 0 0 Heatexchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return it) ft) Measured length of run -out 13 0 Measured length of trunk 27 0 Equivalent length of fittings 100 0 Total length 140 0 Total effective length 140 Friction Heating Cooling i n/1001t) i n/100ft) Supply Ducts 0.243 > 0.18 0.243 > 0.18 Return Ducts 0.243 > 0.18 0.243 > 0.18 Fitting Equivalent LengthDetails supply 4X--35, 11 A=20, 11 G=5,1 A--35, 11 G=5: Total EL=100 Return TotalEL-0 t wrightsoft- 2018-May-1711:3545 Righl- Sule®Uriversal2018180.11RSU23249 Pa e1 k6AgDesWop\ TEMP Lot 244 Madrona C LHG Bed4 - S.rnp Calc = M,f8 Front Door faces: S Level 1 MBED BED2 IOX8 127 cfm 10X10 lox 10 207 ctm GATH 7' 8X4 8X4 16 x 16 21 cfrn 30cfm 10x6 1i6ctm LBBt I_ 9' BTH2116cfm 6. 6 EF1 VTR 4• EF1 VTR 4 6' 16x 12 12 MTOI 4 - 8X4 5' lox10 20cfm tOX622cfm t6- EFIVTR 10X6 REDO 72cin MBTH 6•12. 10- 8X4 47 chn 4 24x18 RA I 1160ctrn 109chn KIT 10' — BTK! Sup Riser 1OX6 4 8' 10 10` 8X4 20ctrn MWIC 9' 7- 101 cfm6 SR13 10X6 Ox 10 tOxB 150 cfm LDRY FOY DV VTR L BED4 GARAGE EF1 - 50 CFM Fan EF2 =FM80CFan EF3 = 110 CFM Fan ER- 1 - 50 CFM Fan ER- 2 - 80 CFM Fan ER- 3 - 110 CFM Fan VTR - Vent to Root VTW = Vent to Wall DV = Dryer Vent RV - Range Vent Linesel Chase Condensate O= Thermostat 18/8 SRB - Small Reduction Box LRB = Large Reduction Box FBB - Field Built Box Job M Madrona C LHG Bed4 One Stop Cooling and Heating Scale: 1 :77 Performed by LF for: Page 1 Park Square Homes 7225 Sandscove Court Rght-Suite® Universal 2018 Winter Park, FL 32792 18.0.11 RSU23249 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 2018-May-17 11:20:54 www. OneStopCooling.com ...MP1Lot 244 Madrona C LHG - S.rup u .}•,,5 Sate. 1(z kI T R IAA Ut z z Izyrg, 3 cid' 3Qo N n 0 U CA n I& V o 311 { e a lay 3 A V 1 k& AV IO. J Y. i t 3 wJL \ Tv 3 add T. A\ r,SC0 u w.b nq SeYv iCeS , .=Kc RECORD COPY DES&IPTION AS FURNISHED: Lot 244, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines,- Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 242 LOT 243 , N 89043'03 "' E ? r, 78.14 ' Q IpL ZLJ.3 24.80' 24.80' 24.80' 24.80' CCii VV `' s. I 10.00' 23.1f' 14.7 17.0' 13.3 Ok to construct single family home LANAI with setbacks and impervious area 17.0' shown on plan. 35 • S' +top. I w LOT 244 I A ' lC0rVV1a- G, Czi-- I o S bj Qc+ +o v,-r i a 1 c Q w PROPOSED RESIDENCE I z 2091 MADRONA C a roV2d on Ju' 2Z,Z&lS o 0 2 CAR GARAGE LIn EFTico rn LOT 245 o kotoI 0 I COV' D. ENTRY 6. 00' 3.O'x4.0' I AC ,, 5.3' I 7.0' N Cl 13.3' Y, ENTRY m 10. 7' w 2 19. 3, I ? 10.00' 16 DRIVE — WALK / J 36.53: 25. 2 .20' / 10' UTIL. ESMT. WALK D= 90°00'00" S 89043'03" W R= 25.00' 53. 14' SETBACKS AS FURNISHED L=39.27' FRONT 25'(*) REAR = 20 TEA Y C=3 40' LOT) HA SIDE5' 404°43'03" CPI. CB=N 4 E 7. 5' (' LOT) 10' ( 7575' LOT) 50' R/W PRIVATE ROAD) SIDE STREET - 25' (60' do 75' LOT) 15' ( 40' LOT) 15' FRONT SETBACK CAN BE REDUCED PLOT PLAN ONLY TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA CALCULATIONS NOT A SURVEY 2) IN SUCCESSION AT 20' AND A MINIMUM OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 8,852 f SQUARE FEET PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL f SQUARE FEET FLATWORK PER DRAINAGE PLANS G DRIVE 403/ 110= 513 t SQUARE FEET FOUNDATION/PAD 2,484 f SQUARE FEET PROPOSED DRAINAGE FLOW y O WALKS 3= 1,0601 SQUARE FEET REAR PATIO 136:k SQUARE FEET LOT GRADING TYPE A OQ SOD 5,6851 999 - 6,684 t SQUARE FEET 64 : E SQUARE FEET FRONTCHDECKN/ A t SQUARE FEET POOLDECKPROPOSEDF. F. PER PLANS a 23.5' Q NOTE: FROM SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CR USEYVAfE. M? - ASCO TT A SSO C. , INC. - LAND SURVEYORS LEGEND - LEGEND - E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT PRIL. • POINT ON LINE5400 F - FIELD TYP. - TYPICAL IP. IRON PIPE PAC. POINT OF REVERSE CURVATURE IR. •IRON ROD POI. • C(DIPOl/D CIRNA7URC 1. U,'E UNDOt90NlD DOES HEREBY CERRFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACIICE SET FORM BY THE FLORIDA BDARO OF PROFESSIONAL SURVEYDRS AND MAPPERS W CHAPTER W-17 FLORIDA ADUM TRATM CODE PURSUANT TO SECTION 472.027, FLORIDA SFATUES RADIAL SE1/ 2' IA MOl1MENT Im • RADIAL SET IF. I/2' IA ./nt A3l6 HR. . NON -RADIAL 2. IAlLE55 CYBOSSED WITH SU.NVEI'ORS SIGNATURE AND DVDCINAL RAISED SEW. HMS SURVEY MAP OR LDPIES ARE NOT VALID. REC. RECOVERED V.P. WITNESS POINT I THIS SL'RYEY WASPREPAREr FROM TTU INFORAMTION FURNISHED TO THE SVAVEY R. MERE ANY BE OTHER RESTRICTIONS P.DL POINT OF LEGIN ING CALL. CALCULATED PO.C. POINT OF CO10WJ60ENT PAK PERNAIEIR REFERENCE M&POIT OR EASEAIENIS Tow m7w THIS PROPERTY: F, Ho UNDEROMND IUPROVD/EMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. E CENTERLINE FE. FINISHED FLOOR ELEVATION RLO • NAR L DISK •e,. - BUILDING SETBACK LINE 5. THIS SURVEY S PREPARED FOR THE SOLE BENEFIT OF THOSE• CERTIFIED TO AND SHOULD NOT BE RELED UPON BY ANY OTHER ENTITY. VAY TO RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT } L •BASE KARING 7. BFDIARINGSS.. ARE EASED ASSUMED F ANDTHOTHEMEHTE SHOWN AS RASE REARING (OR) DRAM. DRAINAGE E. ELEVA710NS, IF SHOWK ARE BASED ON NATIONAL CEOOE77C VERTICAL OMM OF 1029. UNLESS OTHERWISE NOTED. UTIL. UTILITY CLFC. • CRAIN I = FENCE p, CERRFTCATE OF AUTHORIZATION No. 4595. WMFC. WOOD FENCE Cn - CONCRETE K= SCALE P- 1— 20 --1 DRAWN BY. ••• P.C. - POINT OF CURVATURE P.T. • POINT OF TANDEM CEP.TIFIED RY, a4TE ORDER No. DESC. • DESCRIPII@I R - RADIUSPLOT PUN 03-13-2018 3082-18 L • ARC LENGTH D DELTA C • CHORD C.L CHORD KARING NORTH THIS BUILDING\ PROPERTY DOES NOT UE *MIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM- 0 x. GRUS NAIEYER, LS. 1 714 ZONE X. MAP / 12117CO090 F (09-28-07) W. S TT, R.LS 1 4801 CITY OF SkNFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT June 22, 2018 Attn: Daphne Clark 301 S. Tubb Street, Unit J1 Oakland, Florida 34787 Via Email: daphne@permitspermitspermits.com RE: De minimus Variance, BP# 18-2537 2648 Magpie Way (Lot 244) Tax Parcel Number: 17-20-31-502-0000-2440 Dear Ms. Clark: This department is in receipt of your Application for a Variance to decrease the minimum required front (side street) yard setback from 25.0'to 23.14' for a single family home proposed in the Wyndham Preserve subdivision. Upon review, the request has been determined to be 15% or less of the required dimension and is therefore considered to be a de minimis variance meeting the following criteria: Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. The special conditions and circumstances do not result from the actions of the applicant. Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. The reasons set forth in the ap,plication justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Your request to decrease the required side street (front) setback from 25.0'to 23.14' along Loon Lane is hereby approved. This approval in no way overrules or relieves the owner from compliance with any conditions associated with prior approvals. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31 st day past the date noted above. If you have any questions, please contact this office. Respectfully, CITY OF SANFORD Q p,, 2" a reena Colbert Planner Jeff Triplett Art Woodruff Velma H. Williams Patrick Austin Patty Mahany Norton N. Bonaparte, Jr. Mayor District 1 District 2 District 3 District 4 City Manager City Hall, 2nd Floor • 300 North Park Avenue • Sanford, FL 32771-1244 • PO Box 1788 • Sanford, FL 32772-1788 p.407.688.5140 • f.407.688.5141 • sanfordfl.gov IECORD COPY Filename: PARK SQ MADRONA.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2798 2 1 Lighting Summary Standard 6,463 6,463 Optional 12,894 6,463 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers bryer No. No? Nameplate Line Neutral 2 0 3. 0 Dryer Summary Standard 5,000 3,500 OFO3,500Optional----5,000 seating and Cooling: Actual Number = 1 Jame M? Ph No Amps Volts VA HP Line Neutral L M 1 1 22.0 240 5,280 0M11 1• M 1 1 2.0 240 480 0 t 1 5.0 240 1,200 011 feat/Cool Summary 22 240 1 Standard 5028 1,20 0 Optional 12,240 0 0 xed Appliances: Actual Number = 6 flame----- M? Ph No Amps Volts VA HP Line Neutral 1 ISH 1 120 600 600 6001 fICRO 1 1 120 1200 1,200 1,200 rVATER HEATER 1 1 120 1200 1 18.5 240 1,200 1,200 OPT POOL. 1 1 10 240 4,440 0 APT POOL HEAT 1 1 31 240 2,400 7,440 0 0FixedApplianceSummaryStandard129602,250 Other A Optional 17,280 2,250Appliances: Actual Number = 0 blame ---- M? Ph No Amps Volts VA HP Line Neutral t- Other Appliance Summary Standard 0 0 Optional 0 0 5% of Max Motor: ine is Std Only; Neutral for Both Maximum Phase Amps Volts Heat/Cool 1 Phase 22 Amps 240 Volts Fixed Appl. 1 Phase 22 Amps 240 Volts P 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY Standard Line Neutral Total Total = 44,383 16,693 Maximum Amperage = 185 70 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 35,510 16,693 Maximum Amperage = 148 70 Service Voltage = 240 Service Phase = 1 ' MiTek' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECO :0 COPY RE: P2091AC-T - Park Sq Hm/ 2091 Madrona A_C / Tray MiTek USA, Inc. Site Information: 6699004nParke EastBlvd 5 CustomerInfo: PARK SQUARE HMS Project Name: P2091AC-T Model: MADRONA ZOg1a' A or (;1/ RAY CLG Lot/ Block: 2244 Subdivision: WYNDHAM PRESERVE 60' Address: 2648 MAGPIE WAY City: SANFORD State: FLORIDA Name Address and License # of Structural, Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 49 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date I No. I Seal# Truss Name Date 1 IT12955005 lA1 1/15/18 112 IT12955016 JB1 1/15/18 12 IT12955006IA2 11/15/18 113 IT12955017IB2 11/15/18 3 IT12955007 JA3 1/15/18 114 IT12955018 1133 1/15/18 4 IT12955008 IA4 1/15/18 15 IT12955019 1134 1/15/18 5 IT12955009 JA5 1/15/18 16 IT12955020 1134A 1/15/18 6 IT12955010 I A6A 1/15/18 17 IT12955021 1135 1/15/18 7 IT12955011 A6T 1/15/18 18 IT12955022 1136 1/15/18 8 IT12955012 A7A 1/15/18 19 IT12955023 B7 1/15/18 9 T12955013 A7T 1/15/18 20 IT12955ngd 1138 1/15/18 10 IT12955014 A8T 1/15/18 121 IT12955025 1139 1/15/18 11 T12955015 A9T 1/15/18 122 IT12955026 JCJ1 1/15/18 18- 253 v\ I.DING` SANFORD OFPM: This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown ( e g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 11111111rrrr', A. 61 No 393BO CC 0. STATE OF :Z/ OR rr1111111111 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 7 January 15,2018 Albani, Thornas I of 2 RE: P2091AC-T - Park Sq Hm/ 2091 Madrona A C / Tray Site Information: Customer Info: PARK SQUARE HMS Project Name: P2091AC-T Model: MADRONA 2091 -A or C / TRAY CLG Lot/Block: 2244 Subdivision: WYNDHAM PRESERVE 60' Address: 2648 MAGPIE WAY City: SANFORD State: FLORIDA INo. ISeal# Truss Name I Date 23 IT12955027 JCJ1A 1/15/18 124 IT12955028 ICAB 11/15/18 1 25 IT12955029 CJ1C 1/15/18 26 IT12955030 JCJ3 1/15/18 27 IT12955031 JCJ3A 1/15/18 28 IT12955032 JCJ313 1/15/18 29 IT12955033 I CJ3T 11/15/18 1 30 IT12955034 ICJ5 1/15/18 31 IT12955035 I CJST 11/15/18 32 IT12955036 I C1 11/15/18 33 IT12955037 JG2 1/15/18 134 IT12955038 I G3 11/15/18 135 IT12955039 I G4 11/15/18 136 IT12955040 I G5 11/15/18 1 37 IT12955041 I G6 1/15/18 38 T12955042 JG7 1/15/18 39 IT12955043 I G8 1/15/18 40 IT12955044 1J3C 1/15/18 141 IT12955045 I J7 11/15/18 142 IT12955046 I J7T 11/15/18 143 IT12955047 I KJ4 11/15/18 1 144 IT12955048 I KJ6 11/15/18 45 IT12955049 JKJ7 1/15/18 46 IT12955050 JKJ7T 1/15/18 47 IT12955051 JV1 1/15/18 148 IT12955052 I V2 11/15/18 149 IT12955053 I V3 11/15/18 2 of2 Job Truss Truss Type City Ply Park Scl Hint 2091 Madrona AS / Tray T12955005 P2091AC-T . At COMMON 5 1 job Reference o Clonal Mid-Flonda Lumber, Bartow, FL B.l3u s sep 1b zul / Nit I ex mausines, Inc. noon ,tan 10 uf:;l4:bf zulb rage 1 I D: WlDyiuZDwor112xygntYl3zgvcy-ARy3QWILm7oSOSvAOvexBgxFE UnbKiQMe2Yo7YzvAjy 22-0 29-9-13 37.1-11 45-0-0 4 -0 0 7•f0-5 7-3-13 7-3-13 7.3.13 7-3-13 7-10-5 1-0 Scale = 1.84 1 5x5 = 31 Annf9 18 11 16 zit 15 u 14 1O 12 _ 3x8 = 1 5x4 II 44 = 3x8 = 3x4 = 1 5x4 II 3x8 3x4 = 4x8 = 1 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TIC 0.84 Vert(L-) 0.25 14-15 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.82 Vert(CT) 0.50 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 249 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,8-11 , 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 6-15, 7-15, 9-14. 5-15, 3-16 13-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1860/0-8-0, 10=1860/0-8-0 Max Horz 2=225(LC 11) Max Uplift 2=-336(LC 12), 10=336(LC 12) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3482/965, 3-5=-2799/854, 5-6=-2134n50, 6-7=-2134/750, 7-9=2799/854, 9-10=-3482/965 BOT CHORD 2-18=-746/3096, 16-18=-746/3096, 15-16=-513/2492, 14-15=-523/2416, 12-14=-751/3037, 10-12=-751 /3037 WEBS 6-15=-437/1433, 7-15=938/339, 7-14=-79/550, 9-14=-709/265, 9-12=0/321. 5-15=-938/339, 5-16=-79/550, 3-16=709/265, 3-18=0/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; B=45ft; L=24ft; eave=6ft, Cat. 11; Exp B. Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 22-6-0. Exterior(2) 22-6-0 to 25-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=336. 10=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. I&V312015 BEFORE USE. Design valid for use only with Mfrekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • at 55tss system. Before use, the bullding designer must vent' the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955006 P2091AC-T A2 HIP 2 1 Job Reference o tional Mid -Florida Lumber, Bartow. FL 0 7-4.5 0- 7-4-5 3 6-9-13 6-9-13 . 3-0-0 5x8 = 5x5 = 8 130 s Sep 15 2017 MITek Industries, Inc Mon Jan 15 07:34:58 2018 Page 1 7yiuZDwOril2xygnlYl3zgvcy-edVRest7XJwJOcVxyc9AkuUOju5f36bVtil Mg_zvAjx l0.9.13 37-7.11 45-0-0 4 -0- 6-9-13 6.9.13 7-4-5 F. 27 Scale = 1,78 6 18 17 zv au 16 15 ' r 14 13 _ 3x8 = 1.5x4 it 6x6 = 3x4 = 3x8 = 64 = 1 5x4 ii 3x8 7-0-5 1 14-2.3 F 21-0-0 I 24-0-0 ) 30.9.13 1 37-7-11 45-M Ir 71.5 6-9-13 8-9-13 3-0-0 6-9.13 6-9-13 74-5 Plate Offsets (X Y)-- 16:0.6-0 0-2-81 17 0-2-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Ven(LL) -0.25 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0 54 16-17 >999 180 BCLL 00 Rep Stress Incr YES WB 0.74 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2= 1860/0-8-0. 11 = 1860/0-8-0 Max Harz 2=239(LC 11) Max Uplift 2=336(LC 12). 11=336(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3503/1071, 3-5=-2890/961, 5-6=-2242/854, 6-7=-1923/824, 7-8=-2244/855, 8-10=-2889/961,10-11=-3504/1071 BOT CHORD 2-18=-845/3143, 17-18=-845/3143, 16-17=-643/2572, 15-16=-390/1946, 14-15=-647/2492, 13-14=-849/3061,11-13=-849/3061 WEBS 3-18=0/287, 3-17=643/258,5-17=-79/529, 5-16=-912/366, 6-16=-231/764, 7-15=-253/726, 8-15=-908/365, 8-14=-78/526, 1 D- 1 4=644/259, 10-13=0/288 Weight: 273 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 5-16, 6-15. 8-15 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft; L=45ft; eave=6ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 21-0-0. Exterior(2) 21-0-0 to 24-0-0, Interior(1) 30-4-6 to 46-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=336, 11=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA E M11.7473 rev. 1=312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and Is for an Individual building component, not • e truss system. Before use, the building designer must verify the applimbllity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' I9 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Puke East Blvd Safety Information avallable from Truss Plate institute, 216 N. Lee Street. Suite 312. Alexandria. VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955007 P2091AC-T A3 HIP 2 1 Job Reference o Ito al Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:34 59 2018 Page 1 ID WlDyiuZDwOdl2xygntYl3zgvcy-6p3prBublc2Aem47VKgPH5ldQIQUoeJf5MlvCRzvAjw 0 6.8-5 12-10-3 19-0-0 28-0-0 32-1-13 38-3-11 45-0-0 4 -0- 0 8.8-5 8-1-13 B-1-13 7-0-0 8-1-13 6-1-13 8-8-5 -0 Scale = 1,78 1 3xS = 5x5 = 5x8 = 27 28 1b ai it at 16 ee 15 . i9 ao is 3x4 = 3x8 MT18HS = 3x8 = 3x4 = 3xB MT18HS = 3x4 = 19-0-0 28-0-0 35-2-12 45-0-0 9-9, 9-2-12 7-0-0 9-2-12 9-9.4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 TCDL 10.0 Lumber DOL 1.25 BC 0.98 BCLL 00 Rep Stress Incr YES WB 0.32 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2'Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=1860/0-8-0, 2=1860/0-8-0 Max Horz 2=-192(LC 10) Max Uplift 11=-336(LC 12), 2=336(1.0 12) Max Grav 11=1864(LC 18). 2=1860(LC 1) DEFL. in (loc) I/de0 Ud Vert(LL) -0.36 16-18 >999 240 Vert(CT) -0.67 13-15 >800 180 Horz(CT) 0.18 11 n/a n/a 3x8 = PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 248 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16. 8-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3527/1058, 3-5=-3285/1022, 5-6=-2437/870, 6-7=-2133/840, 7-8=-2453/870, 8-10=-3300/1022, 10-11=-3543/1058 BOT CHORD 2-18=-653/3234, 16-18=-669/2721, 15-16=-461/2170, 13-15=-677/2593, 11-13=-862/3104 WEBS 3-18=-380/211, 5-18=-108/609, 5-16=-751/314, 6-16=-184/743, 7-15=-178/821, 8-15=-751/314,8-13=-108/608, 10-13=-380/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=15ft, B=45f; L=24ft; eave=6ft; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 19-0-0, Exterior(2) 19-0-0 to 30-2-15, Interior(1) 30-2-15 to 46-0-0 zone;C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Ql=lb) 11=336, 2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEN REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MfTekm connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, OSB-89 and BC51 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Sude 312. Maxandria, VA 22314. Tampa. FL 38810 Job Truss Truss Type Oty Ply Park Sq Hatt 2091 Madrona A C / Tray T72955008 P2091AC-T A4 HIP 2 1 Job Reference(ootionall Mid-Flonda Lumber, Bartow. FL. a.1Ju s bep 10 Zu1 t Mt i ex Industries. Inc. Mon dan 10 urao u l Lu io rage i I D: W1DyiuZDwOrli 2xygntYl3zgvcy-3CBaGtwrpEl ut3D WdljlM W6Or56HGRvxZg WOHJzvAju 11-6-3 17-0-0 22-0-0 28-0-0 33-5.13 38.11-11 45-0-0 4 -0- 0 5-5-13 5-5-13 5-6-0 5-6-0 5-5-13 5-5-13 8-0-5 -0 It 5x8 = 1 5x4 I I 5x8 = Scele = 1:78 7 zu sv ,rr re 18 17 w 16 ioar — — 30 = 4x6 = 3x4 — 3x8 — 3x4 = 4x6 = 3x4 = 3x6 = 3x8 = — — nd 8-9-0 17-0-0 22-6-0 28-0-0 36-2-12 I 45-0-0 I 1 + 1 8-9-0 8-2-12 5 6-0 5 6 0 8.2.12 Plate Offsets (X Y)— 16:0-6-0 0-2-81 I8:0-6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) -0.27 14-16 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.54 14-16 >995 180 BCLL 0.0 Rep Stress Incr YES WB 083 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. 15-19: 2x4 SP No.2 WEBS 1 Row at midpt 7-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=1860/0-8-0, 2=1860/0-8-0 Max Herz 2=173(LC 10) Max Uplift 12=-336(LC 12), 2=336(1_C 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3563/1085, 3-5=-3350/1054, 5-6=-2615/919, 6-7=-2409/918, 7-8=-2409/918, 8-9=2615/919,9-11=-3350/1054,11-12=3563/1085 t BOT CHORD 2-20=-883/3257, 18-20=-724/2816, 17-18=-524/2365, 16.17=-532/2289, 14-16=-732/2687, 12-14=-892/3128 WEBS 3-20=-331/186, 5-20=-94/519, 5.18=-665/291, 6-18=-166/725, 6-17=122/426, 7-17=-372/193,8-17=-122/426,8-16=-166/725, 9-16=665/291, 9-14=94/519, 11-14=-331/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=4511, L=24ft, eave=6ft: Cat. II; Exp B; Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2) 17-0-0 to 32-2-15, Interior(1) 32-2-15 to 46-0-0 zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=336, 2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING . Verify design parameters and READ NOTES ON TMS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabric n, storage, delivery erection and bracing of Irusses end truss systems, see ANSIITPII Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabia from Truss Plate Institute, 210 N Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HaV 2091 Madrona A C / Tray T12955009 P2091AC-T A5 HIP 2 1 Job Reference (optional Mid-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 15 07:35:03 2018 Page 1 ID:WjDyiuZDwOdl2xygntYl3zgvcy-9bJKhZx6LrYb6NNuk9ILRxBEgvnmkPWEO 77LCzvAjs 0 7-7A 15-0-0 22-6-0 30-0-0 37-2-12 45.0-0 4 -0• 07-7.8 7T1 7-6-0 7.6.0 7-2-12 7.9.4 -0 t Scale = 1 78.7 6 00 12 5x8 = 1. 5x1 II 5x8 = 5 27 28 6 29 30 7 18 16 15 14 " 12 3x6 = 1 5x4 II 3x4 = 3x8 = 4x8 1. 5x4 II 3x6 4x6 = 3x4 = 7- 7-8 15-0-0 22.8-0 30-" 37.2.12 1 45-0-0 7. 7-8 7.4.8 7-0-0 7.8-0 7-2-12 7.9 4 Plate Offsets (X Y)— I5:D-5-8 D-2-41 17:0-5-8 0-2-41 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deO Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Ven(LL) 0.26 14-15 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Ven(CT) 0.52 14-15 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.t 'Except' 5- 7. 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 10=1860/0-8-0, 2=1860/0-8-0 Max Horz 2=153(LC 11) Max Uplift 10=-336(LC 12), 2=336(LC 12) PLATES GRIP MT20 244/190 Weight: 240 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or 2-2-0 oc bracing WEBS 1 Row at midpt 3-16, 9-14 FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3502/1093, 3-5=-2796/952, 5-6=-2732/1012, 6-7=-2732/1012, 7-9=2794/953, 9- 10=-3492/1090 BOT CHORD 2-18=-879/3080, 16-18=-879/3080, 15-16=-602/2445. 14-15=-611/2409, 12-14=-883/3050, 10- 12=-883/3050 WEBS 3-18=0/314, 3-16=744/313. 5-16=-97/563, 5-15=-172/607, 6-15=-512/259, 7- 15=-173/607, 7-14=-101/568, 9-14=-739/310,9-12=0/315 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15f1, B=45f1; L=24ft; eave=6ft; Cat. II, Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-D-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 34- 2-15, Interior(1) 34-2-15 to 46-D-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 10= 336, 2=336 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vsrlfy dulgn paramaters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTekm connectors. This design Is based only upon parameters shown, and le for an Individual building component, not • truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing M iTe k• IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSVTPII Quality Criteria, OSBa9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 38610 Job Truss Truss Type Oty PlyPark Sq HrrV 2091 Madrona AS/ Tray T12955010 P2091AC-T A6A HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow. FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07 35 04 2018 Page 1 ID WlDyiuZDwOrll2xygntYl3zgvcy-Tntiuvyk69gSkXy5ltGa_9kVwJDeTIROFelgtezvAjr 13-0-0 19-0-9 25-7.7 32-0-0 38-2-12 45-0-0 4 -0 0 B•9-0 6-2-12 64-9 6-2-13 6.4-9 6-2-12 8.9-4 -0 2 t Scale = 1 ,77.4 5x7 = 5x5 = 1.5x4 II 5x7 = 4 29 30 31 5 6 32 33 34 7 20 19 1V ar 17 dO 16 13 11 1 5x4 II 3x6 = 3x4 = 3x8 = 15 39 143x4 = 12 3x5 = 3x5 = 1 Sx4 II 3x4 = 3x6 = 8.9.4 f 13-0-0 I 19-0-9 I 25-7.7 264- - - B-9-0 6-2-12 6.4-9 6-2-13 0-8- 5.4-0 0.4.0 5-3-8 0-11-4 6-9-4 LOADING (psf SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 200 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.09 16-17 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.19 16-17 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.05 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS PLATES GRIP MT20 244/190 Weight: 248 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-17. 5-16 REACTIONS. All bearings 0-8-0 except (jt=length) 13=11-3-0. 15=0-3-8, 12=0.3-8. lb) - Max Horz 2=134(LC 11) Max Uplift All uplift 100 Ill or less at joint(s) 9 except 2=-203(LC 12), 13=258(LC 12), 15=-143(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12 except 2=1076(LC 21). 13=1512(LC 1), 9=320(LC 22), 15=863(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1817/571, 3-4=-1206/447, 4-5=-754/364, 7-8=131/727, 8-9=-140/284 BOT CHORD 2-20=-421/1599, 19-20=-421/1599, 17-19=-177/1051. 16-17=-80/762, 15-16=-611/338, 13-15=-611 /338 WEBS 3-20=0/282, 3.19=646/278, 4-19=-87/468, 4-17=-397/138, 5-17=-79/545, 5-16=-1196/371, 6-16=-399/210, 7-16=-237/742, 7-13=-1162/414, 8-13=-651/298 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10. Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsh h=15ft; B=4511; L=24ft, eave=6ft; Cat. 11; Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 36-2-15, Interior(1) 36-2-15 to 46-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 9 except (jt=lb) 2=203, 13=258. 15=143. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov 1010312015 BEFORE USE. Design valid for use only with MlTek6 connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andror chord members only Adddionai temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperlydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955011 P2091AC-T A6T SPECIAL 1 ob Reference (optional) Mid -Florida Lumber, Barlow, FL 0.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:05 ZU18 Page 1 ID,W1DyiuZDwOrti2xygntYl3zgvcy-xz046FzMtSoJMhXHsanpWMHf)dT CJ0(UIUD04zvAjq 13-0-0 18$-9 24-3.6 32-0-0 3 -11 37.11-11 42.4.8 45-0-0 6.2-12 5.8-9 51-13 7-8-10 0-11 3 4-4.13 2-7.8 Scale = 1:78 1 5xB = 1 5x4 II 3x6 = 3x8 = 4 3334 35 5 6 7 2x4 II 5x5 = 36 37 8 9 23 22 ` i 20 " 19 18 17 1.5x4 I I 13 3x6 -_ 1.5x4 II 3x4 = 3x6 = 3x8 = 5x5 = 2.4 II 1.5x4 II 2.4 II 4x8 15x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Verl(LL) -0 28 17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Verl(CT) -0.60 17 >889 180 BCLL 00 Rep Stress Incr YES WB 0.58 Horz(CT) 031 12 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 552 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins. 10-12: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2'Except' 2-2-0 oc bracing: 11-14. 17-24.8-18: 2x4 SP No.3, 11-16: 2x4 SP No.1D 10-0-0 oc bracing 16-18 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1866/0-8-0, 12=1830/0-8-0 Max Horz 2=148(LC 11) Max Uplift 2=-328(LC 12), 12=286(LC 12) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3549/1115, 3-4=-2959/997, 4-5=-3045/1082, 5-7=-3045/1082. 7-8=3296/1107, 8-9=3306/1108, 9-10=-3747/1190, 10-1 1=-4574/1400,11-12=-1065/360 BOT CHORD 2-23=-932/3109, 22-23=-932/3109, 20-22=-693/2570, 19-20=-833/3115, 15-16=-780/3009, 14-15=-1244/4272, 11-14=-1243/4279, 16-18=0/254, 8-16=-266/144, 11-13=-122/416 WEBS 3-23=0/272, 3.22=632/274, 4-22=-94/475, 10-14=-20/269, 9-16=-247/918, 9-15=-231/752, 10-15=1226/468, 5-20=-360/192, 7-19=444/176, 4-20=-237/832, 16-19=-784/3020, 7-16=-31/306 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"0") nails as follows: Top chords connected as follows, 2x4 - 1 row at D-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc Webs connected as follows 2x4 - i row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=45ft; eave=5ft; Cal ll, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 3-5-10. Interior(1) 3-5-10 to 13-0-0. Exterior(2) 13-0-0 to 36-5-10, Interior(1) 36-5-10 to 44-8-1 zone;C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = 10 Opsf. Printed Copies Of this document are 8) Bearing at joint(s) 12 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify not considered signed and sealed and capacity of bearing surface the signature must be verified on9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=328,12=286. any electronic copies Q wARN1N0 - Vrily d-Ign paramafara and READ NOTES ON TMS AND INCLUDED M1TEK REFERENCE PAGE M11.74177 rw. 10/03/2015 BEFORE USE. Design valid for use only with MT610 connectors This design Is based only upon parameters shown, and is for an Individual building component. not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing WOWk' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage• delivery• erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSB-e9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A-C / Tray T12955012 P2091AC-T A7A HIP 1 1 Job Reference o do al Mid-Flodda Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07,35 06 2018 Page 1 ID:W1DyiuZDw0d12xygntYl3zgvcy-PA TJbz emwAzr6TO1123apoT6tExkOhiyEnyXzvAjp 0 7-104 11-0-0 18-8-9 26-3.7 34.0.0 37-1.12 0 7.10.4 3.1-12 1.8-9 7.6-13 7-8-9 3-1-12 7.10-4 -0 Scala a 1:77.5 5x7 = 3x4 = 3x6 = 1 5x4 II f,— 4 28 29 30 5 6 7 31 32 33 5x7 = 8 19 18 1/ 16 15 14 13 12 3x5 % 1 5x4 II 3x4 = 3x6 3x4 = 3x8 = 3x8 3x4 = 1.5x4 II 3x5 = 7.10.4 3-M 7.8-9 7-5-11 0- -3 7-9 3-1.12 7-104 Plate Offsets (X Y)- 12 0-2-10.0-1-81.14,0-5-4.0-2-81 18:0-5-4.0-2-81.110 Edge.0-0.41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 081 Vert(LL) 0.11 19-22 999 240 TCDL 100 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.26 19-22 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.04 15 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS PLATES GRIP MT20 2441190 Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16. 5-15, 8-15 REACTIONS. All bearings 0-8-0 except (jt=length) 15=0-3-8, 12=0-3-8. lb) - Max Horz 2=115(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 2=-186(LC 12), 15=-334(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=973(LC 21), 15=1914(LC 1), 12=557(LC 22), 10=324(LC 22) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1516/493, 3-4=-1129/449, 4-5=-625/300, 5-7=90/600, 7-8=-90/600 BOT CHORD 2-19=-334/1329, 18-19=-334/1329, 16-18=-179/1020, 15-16=-59/663 WEBS 3-19=0/251, 3-18=516/248, 4-18=-147/533, 4-16=-440/156, 5-16=44/497, 5-15=-1510/484, 7-15=-493/259, 8-15=-640/236, 9-12=-367/151 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=6ft; Cat. II; Exp B, Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(l) 2-0-0 to 11-0-0. Exterior(2) 11-0-0 to 38-2-15, Interior(1) 38-2-15 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 pall bottom chord live load nonconcurrenl with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except jt=lb) 2=186, 15=334 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parental— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the bulldmg designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual Iruss wab and/or chord members only Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabricalIon. storage, delivery. erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-59 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnV 2091 Madrona A C / Tray T12955013 P2091AC-T A7T SPECIAL 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:08 2018 Page 1 I D:VgDyiuZDwOrll2xygntYl3zgvcy-MY6DkG7EANAuD8GsXjLW87vAAwUgPeBzAGJuOPzvAjn 0 5.9-4 11-0-0 17.4.9 23-7-0 32-11-8 -0- 38-0-10 42-4-8 45-0-0 0. 5-21 5-2-12 B-0-9 8-2-13 9.4.2 -0 4-0-10 4-3-14 Scale = 1,78 1 5x8 = 31 32 33 1 5x1 II 5x8 = 2x1 II 5x8 = 34 7 35 8 21 20 19 18 17 3x4 = 1.5x4 II `12 3x6 — 1.5x4 II 3x4 = 5x8 = 5x5 = 2x4 II 1 5x1 II 2.4 II 4xB 5-9-0 5-2-12 6-0-9 6-2-13 9_•2 -0 4-0-10 4-3.14 2-7-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip COL 1 25 TC 0.66 TCDL 100 Lumber COL 1.25 BC 098 BCLL 0.0 Rep Stress Incr YES WB 0.67 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 9-11: 2x6 SP DSS BOT CHORD 2x4 SP No.2 'Except' 16-22,10-12,7-17: 2x4 SP No.3, 10-15: 2x4 SP No. 1D WEBS 2x4 SP No 3 REACTIONS. (lb/size) 11=1830/0-8-0, 2=1866/0-8-0 Max Horz 2=126(LC 11) Max Uplift 11=-286(LC 12), 2=328(LC 12) DEFL. in (loc) Udefl Ud Vert(LL) -0.31 16 >999 240 Vert(CT) -0.67 16 >803 180 Horz(CT) 0.32 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 530 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-13. 10-0-0 oc bracing: 15-17 FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3586/1144, 3-4=-3117/1044, 4-5=-3516/1212, 5-6=3517/1213, 6-7=-4014/1305, 7-8=4036/1311, 8-9=-3745/1194, 9-10=4574/1410, 10-11=-1060/362 BOTCHORD 2-21=-966/3150,20-21=-96613150.19-20=-763/2728.18-19=-1029/3695, 14-15=-877/3288, 13- 14=-1249/4273, 10-13=1248/4280, 10-12=-122/413, 15-17=0/267, 7-15=-339/188 WEBS 3-20=-508/233, 4-20=79/411, 9-13=-19/261, 8-14=205/694, 9-14=-1195/449, 8-15=-342/1181, 5- 19=-405/217, 6-18=454/193, 15-18=954/3501, 6-15=74/434, 4-19=-332/1134, 6- 19=-318/59 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows. 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design 4) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=45ft, eave=5ft; Cat II; Exp B, Encl., GCpi= 0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-5-10. Interior(1) 3-5-10 to 11-0-0, Exterior(2) 11-0-0 to 38-5-10, Interior( 1) 38-5-10 to 44-8-1 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=286, 2=328. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MII.7473 rev. 1010=01 s BEFORE USE. Design valid for use only with MlTekV connectors. This design is based only upon parameters shown, and Is for an Individual building component, not • a tnrss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adddlonal temporary and permanent bracing MiTek• Is ekvays required for stabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-09 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sidle 312. Alexandria, VA 22314. Temps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955014 P2091AC-T A8T SPECIAL 1 Job Reference o do el Mla-l-lonaa Lumber, Bartow, FL. 2 1 4-9I 9-0.0 0 II4-2-12 z 6. 00 12 13- 10.9 18-7-8 23-4-3 8- 4-10-9 413 4-8-13 1. 5x4 II 5x8 = 1. 5x4 II 3x8 = 3x8 = 4 5 32 33 6 7 8 8. 130 s Sep 15 2017 MITek Industries. Inc. Mon Jan 15 07:35:09 2018 Page 1 _ ID WlDyiuZDwOrll2xygntYl3zgvcy-glgbxcOsxhltrlr250slhCRL2Kgk84H7PwSRZszvAjm 28- 1-0 32-11.8 38-0-0 39-0-0 42-4-8 45-M 4- 8-13 4-10-8 3-0-8 3-0-0 3-4-0 2.7.8 3x8 = 2x4 II 5x8 = 9 3435 36 10 11 ifill 24 23 22 21 20 3x6 = 3x4 = 3x8 = 3x6 = 3x8 = 15x4 II Scale = 1.78.1 19 18 5x8 = 3x4 3x6 II 15 ® 6 6x6 = 2x4 II 2x4 II 4x6 = 9- 0-0I 13-10"Le 2A433 2%1 0- 00-9 4-3 443 6-042- 4-8 45=0 103-0 6- 4-8 2- 7-8 Plate Offsets (X,Y)— 14 0-6-0.0-2-81.111:0-6.0.0-2-81.113:0.2-2.0-1-81.f13:0.4-7.0-0.131 117:0.2-12,0-2-121 LOADING (psf) SPACING- 2- 0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 066 Vert(LL) -0.31 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 099 Vert(CT) -0.63 19-20 >850 180 BCLL 00 Rep Stress Incr YES WB 0.74 Horz(CT) 032 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 523 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. 11-14: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: BOT CHORD 2x4 SP No.2 2-2-0 oc bracing: 13-16. WEBS 2x4 SP No. 3 REACTIONS. (lb/size) 14= 1786/0-8-0, 2=1848/0-8-0 Max Horz 2=104( LC 11) Max Uplift 14=-299( LC 12), 2=334(LC 12) FORCES. (lb) - Max Comp / Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=- 3531/1202, 3-4=-3242/1090, 4-5=-3773/1314, 5-6=3773/1314, 6-8=-4391/1499, 8-9=4391/1499, 9-10=-4323/1476, 10-11=-4356/1485. 11-12=4110/1361, 12-13=-519211726. 13- 14=-1038/372 BOT CHORD 2-24=- 1027/3129, 23.24=-835/2850, 21-23=1279/4281, 20-21=-1279/4281, 19-20=-1229/4116, 18-19=-64/311, 16-17=-1042/3571, 13-16=1612/5062, 13-15=-126/406 WEBS 3-24=-339/ 218,4-24=-54/388, 11-17=-405/1234, 11-16=287/963, 12-16=-1734/660, 5-23=-308/170, 8-20=-278/141, 9-19=-722/278, 4-23=429/1323, 6-23=-754/211. 9-20=-116/431. 17-19=-1170/3889, 9-17=78/275 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at D-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind ASCE 7- 10; Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 3-5-10. Interior(1) 3-5-10 to 9-0-0, Exterior(2) 9-0-0 to 40-5-10, Interior( 1) 40-5-10 to 44-8-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tell by 2-0-0 wide Printed copies of this document are will fit between the bottom chord and any other members not considered signed and sealed and 8) Bearing at joint( s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify the Signature must be Verified On capacity of bearing surface. 9) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) any electronic copies 14=299, 2=334. Q WARNING - Verify des/ gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7477 raw. f aV3/2015 BEFORE USE ' Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required forstabilityendtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP1/ Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq HM 2091 Madrona A C / Tray T12955015 P2091AC-T A9T SPECIAL 1 1 job Reference (option Mid-Flonda Lumber, Bartow, FL. 8. 13u s Sep lb Lu1I Mi I eK mausin Inc. mon ,tan to ufso:l l zuld rage 1 ID:WjDyiuZDworil2xygntYl3zgvcy-m7oMM117TIYT4c RCruDmdXcc7d4cOROsExYdkzvAjk 0-0 13-0-0 17-4-0 21.8-0 28.0-0 32-11-8 36-0-0 40.0-0 42.4-8 45-0-0 0 3-9-4 3-2-12 6-0-0 4-4-0 4-4-0 4-4-0 8-11-0 5-0-8 2-0-0 2-4-8 5x8 = 6 00 12 4 1 5x4 11 US = 5x5 = 4x8 = 3x4 = 3x4 II 5x8 = 32 33 5 34 35 6 36 737 38 39 8 40 41 942 43 10 44 45 11 mi 25 48 47 24 48 23 22 49 US = 3x4 = US = US = 15x4 II 21 50 51 90 53 3x10 = 1.5x4 it M or 19 54 18 55 4x4 = 3x10 = 2x4 II US = Scale = 1.78.6 a 15 2x4 II US = 7-0-0 13-0-0 + 17.4-0 21-8-0 28-0-0 30$-0 r32-11.8 3 42-4-8 45-0-0 I 3.91 3-2-12 4.8-0 2.3.8 5-0-8 4-4-8 2-7-8 Plate Offsets (X Y)— (4 D-6-0 D-2-81 (7:0-2-8 0-3-01 (11 0-6-0 0-2-81. (13:0-3-0.0-2-41, 07:0-2-8,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.14 13-16 999 240 TCDL 10.0 Lumber DOL 1 25 BC 0.55 Vert(CT) 0 28 13-16 637 180 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 015 14 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 251 lb FT = 20% TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. 11-14. 2x4 SP NoAD BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except' WEBS 1 Row at midpt 11-17. 4-24, 8-19 10-18,13-15: 2x4 SP No.3, 13-17: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings 0.8-0. lb) - Max Horz 2=84(LC 7) Max Uplift All uplift 100 lb or less at joinl(s) 14 except 2=-146(LC 8), 24=-494(LC 8). 19=-697(LC 8) Max Grav All reactions 250lb or less atjoint(s) except 14=344(LC 1), 2=651(LC 1), 24=2339(LC 17). 19=3435(LC 18) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=972/205, 3-4=768/172, 4-5=-113/671. 5-6=113/671. 6-7=309/167, 7-8=-309/167, 8-9=-409/2350, 9-10=-310/1793, 10-11=-296/1737, 11-12=-359/194, 12-13=-487/118 BOT CHORD 2-25=-147/849, 24-25=100/678. 20-21=-702/165, 19-20=-702/165, 10-17=-439/166, 16-17=-205/360, 13-16=-92/452 WEBS 3-25=-283778,4-25=-28/688, 11-17=-2223/434, 11-16=-95/740, 5-24=-643/251, 9.19=-915/243, 17-19=-2409/537, 9-17=-166/803,4-24=1544/319, 6.22=0/282, 7-21=531/215, 8-20=0/318, 8-19=-2146/442, 8-21=-215/1109, 6-24=1070/219, 12-16=-263/76 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft. L=45ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 14 except Qt=lb) 2=146, 24=494, 19=697. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verfly daslgn paramafors and READ NOTES ON TWS AND INCLUDED NTEN REFERENCE PAGE Ml1.7473 rev. lao3/2015 BEFORE USE. Design valid for use only with M1Tek® connectors This design Is based only upon parameters drown, and Is for on Individual building component, not • truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bul ding design, Bracing indicated is to prevent buckling of Individual buss web and/or chord members only. Adddlonel temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955015 P2091AC-T A9T SPECIAL 1 1 Job Reference o tional Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35.11 2018 Page 2 I D: WjDyluZDwOdl2xygntYl3zgvcy-m7oMM117TIYT4c_RCruDmdXcc7d4cORQsExYdkzvAjk NOTES- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 Ib down and 176 Ib up at 7-0-0, 97 Ib down and 88 Ib up at 9-0-12. 97 Ib down and 88 Ib up at 11-0-12, 97 Ib down end 88 Ib up at 13-D-12, 97 Ib down end 88 Ib up at 15-D-12, 97 Ib down and 88 Ib up al 17-0-12, 97 Ib down and 88 Ib up at 19-0-12, 97 Ib down end 88 Ib up at 21-0-12, 97 Ib down end 88 Ib up at 22-6-0, 97 Ib down and 88 Ib up at 23-11-4, 97 Ib down and 88 Ib up at 25-11-4. 97 Ib down and 88 Ib up al 27-11-4, 97 Ib down and 88 Ib up at 29-11-4, 97 Ib down and 88 Ib up et 31-11-4, 80 Ib down and 75 Ib up at 33-11-4, end 80 ib down end 75 Ib up at 35-11-4, and 109 Ib down and 120 Ib up at 38-0-0 on top chord, and 327 Ib down and 75 Ib up at 7-0-0, 66 Ib down at 9-0-12, 66 Ib down at 11-0-12, 66 Ib down at 13-0-12, 66 Ib down at 15-0-12, 66 Ib down at 17-0-12, 66 Ib down at 19-0-12. 66 Ib down at 21-0-12, 66 Ib down at 22-6-0. 66 Ib down at 23-11-4. 66 Ib down at 25-11-4. 66 Ib down at 27-11-4. 66 Ib down at 29-11-4, 66 lb down at 31-11-4. 60 Ib down at 33-11-4, and 60 Ib down at 35-11-4, and 394 Ib down and 125lb up at 37-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-11=-60, 11-13=-60, 13-14=60, 18-29=-20, 13-17=-20, 15-26=-20 Concentrated Loads (lb) Vert: 4=-142(F) 11=-80(F) 23=-41(F) 25=327(F) 16=-394(F) 24=41(F) 5=-97(F) 6=-97(F) 8=97(1`) 20=-41(F) 32=-97(F) 33=-97(F) 35=-97(F) 36=-97(F) 37=-97(F) 38=97(F) 39=-97(F) 40=-97(F) 42=97(F) 43=-97(F) 44=-80(F) 45=80(F) 46=41(F) 47=-41(F) 48=41(F) 49=41(F) 50=41(F) 51=-41(F) 52=41(F) 53=41(F) 54=41(F) 55=-41(F) 56=-55(F) 57=55(F) QWARN/NO - Verity design pa—efen and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PACE MII.7473 rev. /aAl2/20/5 BEFORE USE Design valid for use only with MITekm connectors This design Is based only upon parameters shown, and Is for an IndMdual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' Is alwsys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN91tTP11 Ouallty Criteria, DSB-09 and SCSI Building Componont 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type oty Ply Park Sq Hrr1/ 2091 Madrona A C / Tray T72955016 P2091AC-T B1 MONO HIP 1 Job Reference (optional Mid-Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35 12 2018 Page 1 I D:VADyiuZDwOrll2xygntYl3zgvcy-EJMkae2lEchKimZdmYPSlr3yeXv_L WoZ5uh59AzvN 1-0-0 9-0-0 13-4-14 17.8-0 21-11.2 22 4-0 1-0-0 4-2-12 4-0-14 4-3-2 4-3.2 4-4-14 Scats = 1:46 0 4x8 = 3x4 = 1x4 II 3x4 = 3x4 = 4 16 5 17 6 18 7 8 iJ iz w 9 3x5 = 6x6 = 3x4 = 7x8 = 3x4 = 2x4 II 9 _0 13-0-14 9-M 4.4-14 4-3-2 21-11-2 28.4-0 I 4-3-2 4.4-14 Plate Offsets KY)- 14 0-5-4 0-2-01 f11:0-4-0 0-4-81 113,0.3-0 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.10 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.21 13-15 >999 180 BCLL 00 Rep Stress Incr NO WB 0.44 Horz(CT) 0.04 9 n/a rife BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 351 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1813/0.3-8, 2=2496/0.8-0 Max Horz 2=147(LC 8) Max Uplift 9=-452(LC 8). 2=-682(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4954/1385, 3-4=-4637/1315, 4-5=-3774/1065, 5-6=2806/749, 6-7=2806/749, 7-8=1590/408, 8-9=1768/460 BOT CHORD 2-13=1325/4421, 12-13=-1217/4153, 11-12=-1065/3774, 1(3.11=408/1590 WEBS 3-13=-378/143,4-13=-629/2158,4-12=-540/384, 5-12=-334f740. 5-11=-14Q41458, 7-11=-495/1762,7-10=-1551/448,8-10=-586/2285 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at D-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft, L=24111; eave=oft, Cat. II; Exp B: Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 9=452, 2=682. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 78 lb up at 90-0 on top chord, and 659 lb down and 236 lb up at 7-0-12, and 202 lb down and 81 lb up at 9-0-12, and 1250 lb down and 441 lb up at 10-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-4=60, 4-8=-60, 2-9=20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA E MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only wbh MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Welk' st sys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, $ee ANSUTPII Quality Criteria, DS849 and BCSI Building Component 6904 Parke Eau Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suds 312. Alexendrle, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HDV 2091 Madrona A C / Tray T12955016 P2091AC-T B1 MONO HIP 1 Job Reference (optional) Mid-Flodde Lumber, Bartow, FL. LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-44(B)13=-202(8) 19=-659(B)20=-1250(B) 8 130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:12 2018 Page 2 I D.gDyiuZDwOr112xygntYl3zgvcy-EJMkae2lEchKimZdmYPSlrJyeXv_L WoZ5uh59AzvAjj WARNING - Verify dea/gn paromefera and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekV connectors This design Is based only upon parameters shown, and Is for an Individual building component. not '• a truss system Before use, the bulliling designer must verily the appllublllty of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safely Informatlon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955017 P2091AC-T B2 MONO HIP 1 1 Job Reference(optional) Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:13 2018 Page 1 I D: W)DyiuZDwOr112xygntYl3zgvcy-i Wv6n_3N7wpBJwBpKGwhr2c7fxG 147eiKYCieidzvAll 1-0-0 7-0-0 M-0 1-0-0 7-0-0 2-0-0 4x8 = 1.5x4 II Scale = 1.24.5 1x4 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 TCDL 10.0 Lumber DOL 1.25 BC 0.65 BCLL 0.0 Rep Stress Incr NO WB 0.27 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS DEFL. in floc) Udefl Ud PLATES GRIP Vert(LL) -0.08 6-9 >999 240 MT20 244/190 Vert(CT) -0 18 6-9 >591 180 Horz(CT) 0.01 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=508/0-8-0.5=719/Mechanical Max Horz 2=119(LC 8) Max Uplift 2=-108(LC 8). 5=-201(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-502/76 BOT CHORD 2-6=-100/365, 5-6=102/388 WEBS 3-6=-63/605, 3-5=-838/221 Weight: 45 lb FT = 20% Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft, B=45ft, L=24ft, eave=4ft, Cat. 11; Exp B; Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads: 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=108, 5=201. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 201 lb up at 7-0-0 on top chord, and 321 lb down and 95 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-321(F) 3=-138(F) e WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Is mWays required for stablidy and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies MiTek' 6904 Parke East Blvd. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq HM 2091 Madrona A_C / Tray T12955018 P2091AC-T B3 MONO TRUSS 1 1 job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:14 2018 Page 1 I D.%MjDyiuZDwOrll2xygntYl3zgvcy-AiTU_K47IDx2x3jOuzRwNG8DTLcYpUAsYCACE3zvAjh 1-0-0 ' 4-7-8 4-4-8 4x4 i 3x4 = Scale = 1'27.3 Plate Offsets (X,Y)— 12:0-3-2 D-2-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip COL. 1 25 TC 0.61 Vert(LL) -0.18 5-8 >591 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.69 Vert(CT) -0.36 5-8 >288 180 BCLL 00 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 5 n/a n/a BCDL 100 Code FBC2017rrP12014 Matrix -MS Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=95/Mechanical, 2=413/0-8-0, 5=258/Mechanical Max Horz 2=144(LC 12) Max Uplift 4=-48(LC 12). 2=-64(LC 12). 5=42(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/94 BOT CHORD 2-5=-252/348 WEBS 3-5=394/286 NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L-24ft, eave=4ft, Cal. If. Exp B; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interlor(1) 2-0-0 to 8-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Verlry design psrarnotera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 rev. 1OM312015 BEFORE USE. Design valid for use only with Mfrek® connectors This design Is based only upon parameters shown, and Is for on Individual building component, not • a truss system Before use: the building designer must verily the applicability of design parameters end property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of IndMdusi truss web and/or chord members only Addhional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe labrIcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnV 2091 Madrona AS / Tray T12955019 P2091AC-T B4 MONO TRUSS 1 Job Reference(optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07.35:14 2018 Page 1 ID:VHDyiuZDwOril2xygntYl3zgvcy-AiTU_K471Dx2x3jOuzRwNG8LPLgcpTTsYCAC E3zvAjh 1-0-0 4-11.4 9-0-0 1-014-114 4-0-12 1. 5x4 II 3x4 = 2x4 II 5 4x4 = Stale = 1.28.5 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.02 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.43 Vert(CT) 0.03 5-6 999 180 BCLL 0.0 Rep Stress Incr NO WB 0 23 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 107 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 2=860/0-8-0.5=1270/Mechanical Max Horz 2=144(LC 8) Max Uplift 2=-212(LC 8), 5=-390(LC 8) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1538/371 BOT CHORD 2-6=-410/1333, 5-6=-410/1333 WEBS 3-6=-338/1215, 3-5=-1567/482 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft. L=24ft; eave=4ft, Cat II, Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tell by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 212, 5=390. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 695 lb down and 248 lb up at 5- 0-12, and 666 lb down and 230 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert: 2-5=20, 1-4=-60 Concentrated Loads (lb) Vert: 6=-695(B) 9=-666(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 raw. f 0/03/3015 BEFORE USE. Design valid for use only with MITekm connectors This design Is based only upon parameters shown, and Is for an individual building component. not • truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' IsalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB-all and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A_C / Tray T12955020 P2091AC-T B4A SPECIAL 1 1 Job Reference (Optional Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:15 2018 Page 1 I D: WjDyiuZDwOr112xygntYl3zgvcy-eu 1 sCg4dWX3uZDl CRhz9wThSok3KYzK?nsvlmVzvAjg 1-0-0 5-" Scale = 1 31.5 1 5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 021 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0 00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Weight 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 3-6: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1G-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 8=742/0-8-0, 4=131/Mechanical, 5=49/Mechanical Max Horz 8=90(LC 8) Max Uplift 8=-196(LC 8), 4=-62(LC 8) Max Grav 8=742(LC 1), 4=132(LC 13), 5=80(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES. 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; B=45ft. L=24111, eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 8=196. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 477 lb down and 171 lb up at 0-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pit) Vert: 1-2=60, 2-4=-60, 7-8=-20, 8-6=-20 Concentrated Loads (lb) Vert, 8=477 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify dada. paramefen and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. IOM312015 BEFORE USE Design wild for use only with MfTek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bradng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k, 38salwsys required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information awllable from Truss Plate Institute, 218 N Lee Street, Suite M 2. Alexandda, VA 22314 Tomps, FL 361310 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A_C / Tray T12955021 P2091AC-T B5 COMMON 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35.16 2018 Page 1 ID W1DyiuZDvvOrtl2xygntYl3zgvcy-75bEP?5FHrBIANtO?OUOThEc98o9HMr90WfJlyzvAjf P7-0-0 5-3-12 10.4-0 15-8-0 1641-0, 1-0-0 5-3-12 5-0-4 54-0 1-0-0 04 = 10 9— 6 7 1 5x4 II 3x4 = 3x8 = 1 5x4 II Scale = 1,50 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.41 Vert(LL) 0 02 9-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.30 Vert(CT) 0.05 9-10 999 180 BCLL 00 Rep Stress Incr NO WB 0.30 Horz(CT) 0.00 7 n/a We BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 114lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 10=753/0-3-8, 7=715/Mechanical Max Horz 10=244(LC 7) Max Uplift 10=-175(LC 8), 7=156(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-591/172, 3-4=403/165, 4-5=-399/164, 2-10=-704/189, 5-7=-668/174 BOT CHORD 8-9=-165/470 WEBS 3-8=-287/121, 2-9=56/510, 5-8=-70/406 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15f; B=45ft; L=24ft; eave=4ft; Cat. It: Exp B; Encl. GCpi=0.18, MWFRS (directional), end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=175, 7=156. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 107 lb up at 4-11-4 on top chord, and 41 lb down at 4-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-2=60, 2-4=-60, 4-5=-60, 5-6=-60, 7-10=20 Concentrated Loads (lb) Vert: 11=72(F) 12=-29(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity design parameters and READ NOTES ON TFOS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. IOM312015 BEFORE USE. Design valid for use only wdh MITeh® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndlAdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for Stability and to prevent collapse with possible personal Injury end property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-e9 end BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sci HDV 2091 Madrona A C / Tray T12955022 P2091AC-T B6 COMMON 1 1 Job Reference o Lionel Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:17 2018 Page 1 I D: W1DyiuZDwOrtl2xygntYl3zgvcy-bH9ddL6u28JcoXSbZ6?d?umnkYk?OpylEAOsrOzvAje 5.3.12 1040 15-" 16. A 5.3.12 51.4 5-4-0 11-" 4x4 = 3x4 9 8 7 6 1 5x4 11 3x4 = 3x8 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 10.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.25 BCDL 10.0 Code FBC20171TP12014 Matrix -MS Scale = 1.50 3 DEFL. In (loc) Udell Ud PLATES GRIP Vert(LL) -0.02 6-7 >999 240 MT20 244/190 Vert(CT) -0.04 6-7 >999 180 Horz(CT) 0.00 6 n/a n/a LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 9=612/0-3-8, 6=686/Mechanical Max Horz 9=214(LC 11) Max Uplift 9=-113(LC 12), 6=-132(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-525/218, 2-3=382/252, 3-4=-378/232, 1-9=-565/251, 4-6=639/343 BOT CHORD 7-8=-261/455 WEBS 1-6=-133/451.4-7=140/388 Weight: 112 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; B=45ft. L=24ft, eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12. Interior(1) 3-1-12 to 10-4-0. Extertor(2) 10-4-0 to 13-4-0 zone; end vertical right exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=113, 6=132. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies wARN1NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 01,1111.7473 rw. 10M3/2015 BEFORE USE. Design valid for use only with MITekla connectors, This design Is based only upon parameters shown, and Is for an Indivitlusl building component, not • truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing M iTe k, Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB49 and BCSI Building Componant 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq Hm/ 2091 Madrona A C / Trey T12955023 P2091AC-T B7 COMMON 2 1 Job Reference o ti cast Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35.18 2018 Page 1 ID:WJDyiuZDwOAl2xygntYl3zgvcy-3Tj7gh7 WpSRTOh 1 n7pWsY6JvOyxOIGBSTp8PNgzvAjd 1-0-0 1D-7-0 11-7 1-0-0 5-31 5-3-8 4x4 = Scale = 1:38 1 3x4 II 3x8 = 3x4 II 1-11-0 58 8-7-8 1- i 1.11.83.:1 1 3-4-0 Plate Offsets (X Y)— 12:0-2-15 0-2-01.14-0-2-15 0.2-01 LOADING (psf) SPACING. 2-0-0 CS1. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(L-) 008 8-9 >930 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0 11 8 >654 180 BCLL 00 Rep Stress Incr YES WB 0.25 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. REACTIONS. (lb/size) 9=480/0-8-0, 7=480/0-8-0 Max Horz 9=173(LC 11) Max Uplift 9=-215(LC 12), 7=-175(LC 9) Max Grav 9=487(LC 21), 7=487(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 3-8=-352/246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10: VuH=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft, eave=4ft; Cal. II; Exp B; Part Encl.. GCpi=0.55; MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0-8, Interior(1) 2-0-8 to 5-4-0, Exlerlor(2) 5-4-0 to B-4-0 zone, cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=215, 7=175. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design Panmotors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 raw. 1010312015 BEFORE USE. Design valid for use Only with Ninalt 0 connectors This design Is based only upon parameters shown, and Is for an individual building component, not • truss system, Before use, the building designer must verify the applicability of design parameters end property Incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addnlonsl temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPit Quality Criteria, DSB419 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. slexandr4, VA 22314. Tamps, FL 38610 Job Truss Truss Type Oty Ply Park Sq HRV 2091 Madrona A C / Tray T12955024 P2091AC-T B8 HIP 1 1 Job Reference o Lionel Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mi rek Industries, Inc Mon Jan 15 07:35.19 2018 Page 1 ID WjDyiuZDwOr112xygntYl3zgvcy-XgHN2188amZKlrbzgX154Js8TMT7U1nbiTtzvGzvAic 11-7.0 1-ao 4-11-e 5-7-e ID-3-8 1 a o t-ao 4-11-e ae•o 4.8-0 I-VI-0-0 4x4 = 4x4 = f— 3 4 1.5x4 II 3x4 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 3x4 = 0 CSI. DEFL. in floc) Vdefl L/d TC 028 Vert(LL) 0 00 10 999 240 BC 0.07 Vert(CT) 0.01 10 999 180 WB 0.10 Horz(CT) 0.00 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. All bearings 2-8-0 except (jt=length) 11=0-3-8, 8=D-3-8. lb)- Max Horz 12=170(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 12=-116(LC 12), 7=116(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11. 8 except 12=417(LC 1), 7=418(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-398/325, 5-7=-398/325 Scale = 1.37.2 PLATES GRIP MT20 244/190 Weight: 80 lb FT = 20% Structural wood sheathing directly applied or 6.0.0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=451t; L=24ft; eave=4ft, Cal 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -0-11-8 to 2-D-8, Interior(1) 2-0-8 to 5-0-0. Exterior(2) 5-0-0 to 5-8-0. Interior(1) 9-10-15 to 11-7-8 zone; end vertical left and right exposed;C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 12 and 116 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING . Verify daslgn pararrel— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01,1II.7473 m, 10N3/2015 BEFORE USE. Design valid for use only with MiTekm connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Adddlonal temporary antl permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and BCSI Building Component 8904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314 Tampa, FL 36010 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955025 P2091AC-T B9 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Banow, FL 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 15 07:35:20 2018 Page 1 ID:W)DyiuZDwOdl2xygntYl3zgvcy-7sglFN8mL3hBf A9EEYKdXOINImLDB3kx7dWSjzvAjb 2.11-8 7-7-8 10.7-0 , 11-7-0 , 2-11-8 —— 4-" 2-11-8 1-0-0 4x8 = 4x4 = 6.00 12 3 11 12 13 14 2x6 011 3x4 = 3x8 = 7 2x6 11 2-11-8 7-7-8 t0.7-0 2-111 4-8-0 2.11.8 Plate Offsets (X Y)— 13 0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina NO BCDL 10.0 Code FBC20171TPI2014 CSI. DEFL. in floc) Vdefl Ud TC 033 Vert(LL) 0.05 8-9 999 240 BC 0.22 Vert(CT) 004 8-9 999 180 WB 0.16 Horz(CT) 0.00 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 10=526/0-8-0, 7=526/0.8-0 Max Horz 10=151(1_C (5) Max Uplift 10=-494(LC 8), 7=-494(LC 8) Max Grav 10=526(LC 17), 7=526(LC 18) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-276/388, 34=210/368, 4-5=275/388, 2-10=-506/529, 5-7=-505/529 BOT CHORD 8-9=-304/210 WEBS 2-9=-407/329, 5.8=407/328 Scale = 1.31.1 PLATES GRIP MT20 244/190 Weight: 81 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Part. Encl , GCpi=O 55; MWFRS (directional); end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 10 and 494 lb uplift at joint 7 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 115 lb up at 3-0-0, 5 Ib down and 41 lb up at 5-0-12, and 5 lb down and 41 lb up at 5-7-4, and 61 lb down and 115 lb up at 7-8-0 on lop chord, and 39 lb down and 216 lb up at 30-0, 15 lb down and 93 lb up at 5-0-12, and 15 lb down and 93 lb up at 5-7-4, and 39 lb down and 216 lb up at 7-7-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=-60, 34=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 3=-14(F) 4=14(F) 9=-18(F) 8=-18(F) 12=-5(F) 13=-5(F) 15=-8(F) 16=-8(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verity design panmat— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valkl for use only with MlTelcm connectors This design Is based only upon parameters shown, and Is for an Individual bullding component, not e truss system. Before use, the building designer must verify the appllcablllty of design perimeters and property Incorporate this design Into the overall bullding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is akvays required for stability and to prevent collapse wdh possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSUTPII Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sude 312. Nexandris. VA 22314 Tampa, FL 38810 Job Truss Truss Type oty Ply Park Sq HnV 2091 Madrona AS / Tray T12955026 P2091AC-T CJ1 JACK 10 1 Job Reference o lional Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:20 2018 Page 1 ID: W1DyiuZDwOril2xygntYl3zgvcy-7sglFNBmL3hBf_A9EEYKdXOMUIpbDDZkx7dWSjzvAjb 1-M 1-M LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 007 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=9/Mechanical, 2=130/0-8-0, 4=-1/Mechanical Max Horz 2=35(LC 12) Max Uplift 3=-3(LC 9), 2=-59(LC 12). 4=-1(LC 1) Max Grav 3=10(LC 17), 2=130(LC 1), 4=11(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.0 2x4 = DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 HOrz(CT) 0.00 2 We We Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft, Cat II; Exp B. Encl., GCpl=0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-D-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 59 lb uplift at joint 2 and 1 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vorlfy doslgn parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1.7472 rov. 10/03/2015 BEFORE USE. Design valid for use only with MRek® connectors, This design Is based only upon parameters shown, and Is for on Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIII Quality Criteria, OSB-89 and BCSI Building Component 69D7 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandda, VA 22314. Temps, FL 36610 Job Trus Truss Type Oly Ply Park Sq HnV 2091 Madrona A_C I Trey T 12B55027 P2091AC-T CJ1A JACK 1 1 Job Reference (optional) Mid -Florida Lumber. Bartow, FL 8 130 a Oct 28 2017 MiTek Industries, Inc. Mon Jan 15 09.55.37 2018 Page 1 ID:W)DyluZDwOr112xygntYl3zgvcy-AUYOEiRDw9moNJw_ahgRCLPYmWs3Lo3mb3 v00zv9YK 1-0-0 0.11.8 i 1-0-0 0.11 8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 014 TCDL 10.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0 00 BCDL 10.0 Code FBC2017/TPI2014 Malnx-MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=150/0-7-8, 3=-17/Mechanical, 4=-1/Mechanical Max Horz 5=57(LC 12) Max Uplift 5=-25(LC 8), 3=17(LC 1), 4=-21(LC 12) Max Grav 5=150(LC 1), 3=6(LC 8). 4=17(LC 10) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:11 3 1.5x4 II DEFL. in (loc) I/defl L/d PLATES GRIP Vert(ILL) -0 00 5 >999 240 MT20 244/190 Vert(CT) -0.00 5 >999 180 Horz(CT) -0.00 3 n/a n/a Weight 6 lb FT = 20% BRACING - TOP CHORD Sheathed or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind. ASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf h=15ft; B=45ft. L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces S, MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 Ib uplift at joint 5, 17 lb uplift at joint 3 and 21 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED hdTEN REFERENCE PAGE afll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, no[• e truss system Before use, the budding designer must verity the applicability of design parameters and property Incorporate this design Into the overall budding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for atebddy and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-09 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm12091 Madrons A_C / Trey T12vsso2e P2091AC-T CJIB JACK 1 1 a Mid-Flonds Lumber. Bartow, FL 8, 130 a Oct 26 2017 MTek Industnes, Inc Mon Jan 15 09.57.02 2018 Pepe 1 I D: WjDyiuZDwOAl2xygntYl3zgvcy-AgB84nTYvGTk3NwJ31 sN8GOyOnoCmF6G8n3uVbzvgX7 1-0-0 0-10.111-8 . 8 1-0-0 600 12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 10.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WE 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5=150/0-3-8. 3=-22/Mechanical, 4=3/Mechanical Max Horz 5=103(LC 12) Max Uplift 5=96(LC 10), 3=-87(LC 12), 4=142(LC 12) Max Grav 5=179(LC 12), 3=55(LC 10), 4=108(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 121 7 3x4 = DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0 00 5 >999 240 MT20 244/190 Veri(CT) -0.00 5 >999 180 Horz(CT) -0 06 3 n/a n/a Weight: 9 lb FT = 20% BRACING - TOP CHORD Sheathed or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) zone, end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 5, 87 lb uplift at joint 3 and 142 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - l(wify design paamerers and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10V312015 BEFORE USE. Design valid for use only with MlTekV connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Ia always required for stablisy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brad of trusses and truss systems, see ANSUTPI/ Ouatity, Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Belot Information available from Truas Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sit Hm/ 2091 Madrona A C / Tray T12955029 P2091AC-T CJ1C JACK 4 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:23 2018 Page 1 ID:WjDyiuZDwOrli2xygntYl3zgvcy-PRWutPBee 3mWSvkvM61F901AzkA0eJBd5rA22zvAjY 1.0-0 0.11.8 1-0-0 0-11-8 6.Do 12 5x6 MT20HS I I Scale = 1:24.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.61 Vert(LL) -0 00 4-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.00 4-5 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0 00 Horz(CT) -0.12 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No 2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=150/0-7-8. 3=-2 1 /Mechanical, 4=3/Mechanical Max Horz 5=157(LC 12) Max Uplift 5=-247(LC 10). 3=-156(LC 12), 4=-247(LC 12) Max Grav 5=344(LC 12). 3=117(LC 10), 4=206(LC 10) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. It. Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) zone, end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 lb uplift at joint 5, 156 lb uplift at joint 3 and 247 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify dealgn param t and READ NOTES ON TNIS AND INCLUDED WEK REFERENCE PAGE M0.7473 rev. ICW312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection end bracing of tmssas and truss systems, see ANSVTPII Quality Criteria, DSBdg and BCS1 Building Component 5904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tsmpe, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955030 P2091AC-T CJ3 JACK 8 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35:23 2018 Page 1 ID WjDyiuZDwOdl2xygntYl3zgvcy-PRWutPBee 3mWSvkvM61F90tRzgI0aJBd5rA22zvP4Y r -1-" 3-" 1-0.0 3-" Scale, 1"=1' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight. 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=69/Mechanical, 2=186/0-8-0, 4=35/Mechanical Max Horz 2=61(LC 12) Max Uplift 3=-25(LC 12). 2=-50(LC 12) Max Grav 3=69(LC 1). 2=186(LC 1). 4=52(LC 3) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 50 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verffy design panm I and READ NOTES ON TIeS AND INCLUDED WTEK REFERENCE PAGE 111II-7473 rev. IOM312015 BEFORE USE. Design valid for use only with MITak® connectors This design Is based only upon parameters shown, and Is for on Individual building component, not wttrusssystemBeforeuse, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of IndlNdusl truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, Be* ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Sidle 312. Alexandria, VA 22314. Tampa, FL 38810 Job Truss Truss Type Oty Ply Perk Sq HiTV 2091 Madrona A C / Tray T12955031 P2091AC-T CJ3A SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:24 2018 Page 1 I D:gDyiuZDwOrtl2xygntYl3zgvcy-ud4G51BHP1 Bd8cUxT4dGnNZ 18MAo91 ZKribkbUzvAJX 1-M 1-0-0 3-0-0 1-0-0 1-0-0 2-0-0 A nn F LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 0.15 TCDL 100 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 'Except' 3.6: 2x4 SP No 3 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 8=192/0-8-0, 4=71/Mechanical, 5=23/Mechanical Max Horz 8=62(LC 12) Max Uplift 8=-37(LC 12), 4=38(LC 12) Max Grav 8=192(LC 1), 4=74(LC 17). 5=40(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. Scale = 1,26 7 1.5x4 II DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 001 7 >999 240 MT20 244/190 Vert(CT) -0 01 6 >999 180 Horz(CT) -0 01 4 n/a n/a Weight 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft, L=24ft; eave=4ft; Cat. II; Exp B, Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-4 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at Joint 8 and 38 lb uplift at Joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varlfy das/gn panmsfon and READ NOTES ON TMS AND INCLUDED WTEN REFERENCE PAGE 11111-7473 rov. 1OM312015 BEFORE USE. Design valld for use onty with MiTek® connectors This design Is based only upon parameters shown, and Is for an individual building component, not • truss system. Before use, the building designer must verify the opplkabisty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• Is always required for slabildy and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPi1 Quality Criteria, DSB-eg and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HaV 2091 Madmns A_C /Tray T 12B55032 P2091AC-T CJ3B JACK 1 1 Job Reference (oDllOnal) Mid -Florida Lumber. Barlow, FL. - 8.130 a Oct 26 2017-MfTek Industries, Inc Mon Jan 15 09 57 45 2018 Pepe 1 ID WlDyiuZDwOrll2xygntYl3zgvcy-o6HP5U_WnUudUa4Z7SOKiQ 6XKKgNclz_gWbzv9WK 1 -1-0-0 2-11-8 i-0-0 I 2.11.8 Scale = 1 26 6 6 3x4 =4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 125 TC 0.17 TCDL 10.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 100 Code FBC2017(rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=191/0-3-8, 3=65/Mechanical, 4=28/Mechanical Max Horz 6=129(LC 12) Max Uplift 6=-10(LC 8), 3=24(LC 12), 4=-95(LC 12) Max Grev 6=191(LC 1), 3=65(LC 1), 4=84(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-163/298 DEFL. in (loc) Vdefl Ud PLATES GRIP Ven(LL) -0.00 5-6 >999 240 MT20 244/190 Vert(CT) -0.01 5-6 >999 180 Horz(CT) -0 01 3 n/a n/a Weight: 21 lb FT = 20% BRACING - TOP CHORD Sheathed or 3-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, B=45ft; L=24ft, eave=4ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0-8, Interior(1) 2-0-8 to 2-10-4 zone, end vertical left exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 34-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer'to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 6, 24 lb uplift at joint 3 and 95 Ib uplift at joint 4. Q WARNING - Vwffy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rsv. 1CM312015 BEFORE USE. Design valid for use only with MITak1D connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss Systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Componont Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies MiTek' 6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A_C / Trey T12955033 P2091AC-T CJ3T SPECIAL 2 1 Job Reference o io el Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35 25 2018 Page 1 ID VHDyluZDwOnl2xygntYl3zgvcy-Mgeel4CvAcJUlm37ln8VKa6DHmVLuUpU4PKH7wzvAjW 1-0-0 i 2-7-8 i 33 1-0-0 2-7-8 041 Scale. V1' 2x4 = LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip COL 1.25 TC 013 TCDL 10.0 Lumber DOL 1.25 BC 016 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017frP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2'Except* 3- 7: 2x4 SP No.3 REACTIONS. ( lb/size) 2=189/0-8-0, 5=118/Mechanical Max Horz 2=69(LC 12) Max Uplift 2=-48(LC 12). 5=-36(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown 2. 7.8 2- 7.8 011, DEFL. In (loc) I/de0 Ud PLATES GRIP Vert( LL) -0.01 7 >999 240 MT20 244/190 Vert( CT) -0.01 7 >999 180 Horz( CT) 0.01 5 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-2-5. Interior(1) 2-2-5 to 3-0-0 zone;C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom Chord live toad nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 48 lb uplift at joint 2 and 36 lb uplift at joint 5 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varlfy das/gn panmatan and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rw. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design Is bead only upon parameters shown, and Is for an individual building component, not • e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulltling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Add4ional temporary and permanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and breung of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information avallable from Truss Plate Institute, 216 N. Lee Street, Suite 312. Alexandria, VA 22314. Temps, FL 36610 Job Truss Truss Type oty Pry Park Sq HnV 2091 Madrona AS / Trey T12955034 P2091AC-T CJS JACK 8 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35.26 2018 Page 1 ID.VhDyiuZDwOril2xygntYl3zgvcy-gOCO WODXxvRLNveJbVfktoeL9ApEdx2dJ34gfNzvA4V 1-0-0 5-M 1'-0 5-M 2x4 = Scale = 1 17 0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.31 Vert(LL) 004 4-7 >999 240 MT20 244/190 TCDL 100 Lumber COL 1.25 BC 0.25 Vert(CT) -0 06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=126/Mechanical, 2=261/0.8-0, 4=63/Mechanical Max Horz 2=89(LC 12) Max Uplift 3=-49(LC 12), 2=-54(LC 12) Max Grav 3=126(LC 1), 2=261(LC 1), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10. Vul1=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft, Cat II, Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 54 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vrfly design p—meten and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. fOM312016 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulltling design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSuTPII Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 215 N. Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955035IP2091AC-T CJ5T SPECIAL 2 1 Job Reference o Ronal Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 15 07:35:27 2018 Page 1 ID: W1DyluZDwOdl2xygntYl3zgvcy-ICmPImEgiDZB73D W8CAzP7BTGa8OM01 mYjpOBpzvAjU 1-0-0 2-7-8 5-0-0 izz 2.7.8 I 24-8 Scale = 1,184 2x4 = 2.7.8 ) 5-0-0 2-7-8 24-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 10.0 Lumber DOL 1.25 BC 0.32 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrPI2014 Matnx-MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except* 3-7: 2x4 SP No 3 REACTIONS. (lb/size) 4=114/Mechanical, 2=267/0-8-0. 5=8 1 /Mechanical Max Horz 2=90(LC 12) Max Uplift 4=-38(LC 12). 2=-53(LC 12). 5=8(LC 12) Max Grav 4=114(LC 1), 2=267(LC 1). 5=88(LC 3) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/de0 Ud PLATES GRIP Ven(LL) 0.07 6 >802 240 MT20 244/190 Vert(CT) -0 10 6 >597 180 Horz(CT) 0.05 5 Weight 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; 8=45ft. L=24ft; eave=4ft, Cat II; Exp B; Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 4, 53 lb uplift at joint 2 and 8 lb uplift at joint 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vadfy dwgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 111II.747.1 mv. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buiding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for sleblldy and to prevent collapse wdh possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery, erecilon and bracing of Iru354s and truss systems, see ANSYTPII Quality criteria, DSB-E9 and BCSI Building Component 9904 Parke East Bird. Safety Informatlon available from Truss Plate Instltute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tempe. FL 36610 Job Truss Truss Type ally Ply Park Sq Hm/ 2091 Madrona A_C / Tray T12955036 P2091AC-T G1 HIP 1 1 Job Reference o Ronal Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jon 15 07:35:28 2018 Page 1 ID:gDyiuZDwOAl2xygntYl3zgvcy-mOJmv6FnSXi2cDoiiwiCyDkZk I N1_5_o_fwm_N_Zx.kFzvA, jT7- M 124-0 5-012194-0 204-033-9443- 2-.121 3-94 1-0-0 4x5 = 18 19 4x8 = Scale = 134 8 . 3x5 = 3x8 = 4x4 = 3x4 = 3x5 = 7- 0-0 124-0 194-0 7. 0.0 54-0 7-0-0 Plate Offsets (X Y)— IS 0-5-4 0-2-01 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) -0.09 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 075 Vert(CT) -0.18 9-11 >999 180 BCLL 00 Rep Stress Incr NO WB 0.25 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight. 93 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. 4- 5. 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2=1428/0-8-0, 7=1428/0-8-0 Max Horz 2=-77(LC 6) Max Uplift 2=-368(LC 8), 7=-368(LC 8) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2661/685, 3-4=-2468/662, 4-5=-2208/617, 5-6=-2467/662, 6-7=2661/685 BOT CHORD 2-11=-553/2351, 9-11=-498/2206, 7-9=-553/2351 WEBS 3-11=-278/64, 4-11=-46/654, 5-9=46/654, 6-9=279/64 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=1511; B=45ft; L=24ft; eave=4ft; Cat II; Exp B; Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 2 and 368 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 201 lb up at 7- 0-0, 95 lb down and 105 lb up at 9-0-12, and 95 lb down and 105 lb up at 10-3-4, and 185 lb down and 201 lb up at 12-4-0 on top chord, and 321 lb down and 95 lb up at 7-0-0, 66 lb down at 9-0-12, and 66 lb down at 10-3-4, and 321 lb down and 95 lb up at 12- 3-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-4=60, 4-5=-60, 5-8=-60, 12-15=-20 Concentrated Loads (lb) Printed copies of this document are Vert: 4=-138(F) 5=-138(F) 11=-321(F) 9=321(F) 18=-95(F) 19=-95(F) 20=-41(F) 21=-41(F) not considered signed and sealed and the signature must be verified on any electronic copies WARNING - verify design parameters and READ NOTES ON TMS AND INCLUDED Ji REFERENCE PAGE MII-7473 rev, 1OM312015 BEFORE USE. Design valid for use only with MITeM connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members onty Additional temporary and permanent bracing MiTek• IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type City Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955037 P2091AC-T G2 HIP 1 1 Job Reference o Clonal Mid-Flonda Lumber, Banow, FL. 8.130 s Sep 15 2017 Mi-rek Industries, Inc. Mon Jan 15 07:35:29 2018 Page 1 ID: WlDyiuZDwOAl2xygntYl3zgvcy-Ebt98SFPDggvENMuGdDRUCiGqRNjmqGq371 I VGhzvAjS r -1-0-0 4-9.4 9-0-0 10-0-0 14$-12 19.4-0 20.4-0 1-0-0 4-9.4 4-2-12 1-0-0 4-2-12 4.9.4 4x4 = 4x4 = Scale = 1.36 2 4x4 = 4x6 = 4x4 = LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 Rep Stress Ina YES BCDL 10.0 Code FBC2017/TPI2014 3x4 = 3x4 = CSI. DEFL. In loc) Udefl Ud TC 0.44 Vert(LL) 0.13 9-17 999 240 BC 0.71 Vert(CT) 0.28 9-17 820 180 WB 0.19 Horz(CT) 0.03 7 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight. 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=833/0-8-0, 7=833/0-8-0 Max Horz 2=96(LC 11) Max Uplift 2=-164(LC 12), 7=-164(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1319/477, 3-0=-1007/370, 4-5=-847/362, 5-6=1007/370, 6-7=-1319/477 BOT CHORD 2-11=-357/1160, 9-11=157/847, 7-9=-365/1160 WEBS 3-11=-380/235, 4-11=-83/293, 5-9=83/293, 6-9=-380/235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II, Exp B; Encl , GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-D-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0. Exterior(2) 9-0-0 to 10-4-0. Interior(1) 14-8-11 to 20-4-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 2 and 164 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Vorlly, design paramorers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA E MIJ-7472 rev. 10/0N2015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only Addblonal temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd Safaty Information available from Truss Plate Institute, 2111 N. Lee Street. Suite 312,.je,ndria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnV 2091 Madrone A_C /Tray T12955038 P2091AC-T G3 COMMON 1 1 Job Reference o Clonal Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 Mi rek Industries, Inc. Mon Jan 15 07:35:30 2018 Page 1 ID: WjDyiuZDwOrii 2xygntYl3zgvcy-inRXLoG 1 8ymsXx4gKkg 1 ep75n 1 RYiYDEh2208zvAjR 5-1-4 9.8-0 ( 14-2-12 19-4-0 1 20 1-0-0 5-14 4.6-12 4.8-12 5.1-4 1-0-0 Scale = 1:34.7 4x4 = 4x4 = 5x8 = 4x4 = r 9-8-0 i 194-0 9.8-0 9.8-0 LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 10.0 Lumber DOL 1.25 BC 0.87 BCLL 00 Rep Stress Incr YES WB 0.22 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=833/0-8-0, 6=833/0-8-0 Max Horz 2=-102(LC 10) Max Uplift 2=-164(LC 12), 6=-164(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1302/424, 3-4=-977/331, 4-5=977/331, 5-6=-1302/424 BOT CHORD 2-8=-294/1141, 6-8=-312/1141 WEBS 4-8=-136/588, 5-8=387/215, 3-8=-387/215 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -014 8-11 >999 240 MT20 244/190 Vert(CT) -0.30 8-11 >765 180 Horz(CT) 0.03 6 n/a n/a Weight 87 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10: Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9.8-0 to 12-8-0 zone,C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 2 and 164 lb uplift at joint 6. I$ Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify dosrgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rav 1010312015 BEFORE USE. ' Design valid for use only with Mrrekm connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stabildy and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Pate Institute, 218 N. Lee Street. Sude 312. Alexandra, VA 22314. Tamps. FL 36810 Job Truss Truss Type Oty Ply Perk Sq HrTV 2091 Madrona A_C / Tray T12955039 P2091AC-T G4 COMMON 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:30 2018 Page 1 ID.VhDyiuZDwOrll2xygntYl3zgvcy-inRXLoGt_8ymsXx4gKkglep_gn1 YikDEh2208zvAjR 5-1.4 941-0 14-2.12 18-11-8 1-0-0 5-1-4 4.6-12 4.6.12 4-8-12 3 Scale = 1.33.9 40 = 4x4 = 5x8 = 4x4 = 941-0 i 18-11-8 9-0-0 9-3-8 Plate Offsets (X,Y)— _17_0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=757/0-3-8, 2=820/0-8-0 Max Horz 2=98(LC 11) Max Uplift 6=-126(LC 12), 2=-162(LC 12) CSI. DEFL. In loc) lideg Ud TC 0.46 Vert(LL) 0.14 7-13 999 240 BC 0.84 Vert(CT) 0.31 7-13 726 180 WB 0.21 Horz(CT) 0.03 6 n/a n/a Matrix -MS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1268/424, 3-4=-943/322, 4-5=939/332, 5.6=-1240/427 BOT CHORD 2-7=-334/1112, 6-7=-315/1058 WEBS 4-7=-136/555, 5-7=336/198, 3-7=-388/215 PLATES GRIP MT20 244/190 Weight: 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=4fl, Cal 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 12-8-0 zone;C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 6 and 162 lb uplift at joint 2. 6 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. f 0/03/2015 BEFORE USE. Design valid for use only with MTak® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Guatlty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrrV 2091 Madrona A_C /Tray T12955040 P2091AC-T G5 SPECIAL 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 15 07:35:31 2018 Page 1 I D: WjDyiuZDwOr112xygnlYl3zgvcy-Az7vZBHgIS4dTh WHN2FvarM8VBPVH59MSLnbKazvAjO 5-1-4 9-8-0 15-8-0 18-11-8 1-0-0 5-1-4 4-6-12 6-" 3.3.8 Scale c 1.34.4 - 4x4 = 7 4x4 = 5x8 = 3x4 = 1 5x4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 053 Vert(LL) 0.17 9-12 999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.36 9-12 619 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.03 7 n/a n/a BCDL 100 Code FBC2017rTP12014 Matrix -MS Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 7=751/0-3-8, 2=814/0.8-0 Max Horz 2=83(LC 11) Max Uplift 7=-127(LC 12). 2=-159(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1250/409, 3-4=-931/320, 4-5=942/312, 5-6=-1038/338, 6-7=714/253 BOT CHORD 2-9=-399/1096, 8-9=-356/1082 WEBS 3-9=-387/205, 4-9=-94/509, 5-9=-357/156, 5-8=581/241, 6-8=-390/1202 Structural wood sheathing directly applied or 4-8-15 oc puffins, except end verticals. Rigid ceiling directly applied or 9-3-9 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 12-8-0, Interior(1) 15-8-0 to 18-9-12 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 7 and 159 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - Verify design parsmef— and READ NOTES ON TMS AND INCLUDED MI TEK REFERENCE PAGE 11111.7473 rev. 10/OU2015 BEFORE USE. Design valid for use only with MITekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• la stways required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the febrkation. storage, delivery, erection and bracing of trusses and truss systems, sea ANSIfTPI1 Ounlity Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HnV 2091 Madrona A C /Tray T12955041 P2091AC-T G6 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:32 2018 Page 1 I D: WjDyiuZDwOrli 2xygntYl3zgvcy-fAZImUI I WIC U5g5Txlm863uJHbkyOZ8Vh?X9lOzvAy P 1-0-0 5-14 9.8-0 13$-0 ) 18-11-8 i 1-0-0 5-14 4-6-12 4-0-0 5-3-8 Scale = 1:34.4 4x4 = 7 4x4 = 5xil = 3x4 = 1.5x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.53 TCDL 100 Lumber DOL 1 25 BC 0.74 BCLL 0.0 Rep Stress Incr YES WB 0.41 BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS DEFL. in (loc) I/de0 Ud PLATES GRIP Vert(LL) -0.18 9-12 >999 240 MT20 244/190 Vert(CT) -0.38 9-12 >595 180 Horz(CT) 0.02 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 7=751/0-3-8, 2=814/0-8-0 Max Horz 2=100(LC 12) Max Uplift 7=-131(LC 12). 2=-155(LC 12) FORCES. - (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1253/404, 34=-924/310, 4-5=904/316, 5-6=-969/325. 6-7=-694/273 BOT CHORD 2-9=431/1100, 8-9=-336/993 WEBS 3-9=-393/214, 4-9=126/528, 5.9=-309/132, 5-8=487/207, 6.8=361/1078 Weight: 98 lb FT = 20% Structural wood sheathing directly applied or 4-9-8 oC purlins, except end verticals. Rigid ceiling directly applied or 8-11-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind* ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24R, save=oft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 12-8-0, Interior(1) 13-8-0 to 18-9-12 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 7 and 155 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITekm connectors. This design is based only upon parameters shown, and Is for an individual building component, not • truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Dullding design Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing M iTe k' is akeays required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-!fi and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandris, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq HrTV 2091 Madrone AS / Tray T72955042 P2091AC-T G7 SPECIAL 1 1 Job Reference (optional) Mid-Flodde Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:33 2018 Page 1 ID WJDyiuZDwOAl2xygntY13zgvcy-7M7g_glwH3KLLgfVTHNfGRS572711DWGiPTzvAjO 5-14 ) 9-8-0 11-0-0 j 18-11-8 1-0-0 5-14 4-0-12 21- 7-3-8 Scale = 1,34 4 . 4x4 = 7 4x4 = 5x8 = 3x4 = r 9-8-0 (. 11-8-0 i 18-11-8 9-8-0 2-0-0 7-3-8 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.65 TCDL 100 Lumber COL 1.25 BC 0.88 BCLL 0.0 Rep Stress Incr YES WB 0 36 BCDL 10.0 Code FBC2017frP12014 Matrix -MS DEFL. in floc) I/dell L/d Vert(ILL) -0.16 7-8 >999 240 Vert(CT) -0 32 7-8 >702 180 Horz(CT) 003 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. lb/size) 7=751/0-3-8, 2=814/0-8-0 Max Horz 2=128(LC 12) Max Uplift 7=-136(LC 12), 2=150(1-C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1260/393, 3-4=-931/283, 4-5=901/324 BOT CHORD 2-8=-457/1105, 7-8=-328/890 WEBS 3-8=-386/220, 4-8=173/633, 5-8=-296/159, 5-7=-960/357 PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20% Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-0 oc bracing 1 Row at midpt 5-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psF BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0. Exterior(2) 9-8-0 to 11-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 7 and 150 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design panmefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors, This design Is based only upon parameters shown, and is for an Individual building component, not ,• a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members onty Additional temporary and permanent bracing MiTek• I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I. brication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safaty Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tamps, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955043 P2091AC-T G8 MONO HIP 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:34 2018 Page 1 ID W1DyiuZDw01112xygntYl3zgvcy-bYh2B9JY2NSCK8Fs3AocBUzctORtUTwo9JOGxvzvAjN 1-0-0 7-10-4 9-81 14-3-12 18.11.8 11-0-0 7-10-4 I 1-9-12 4-7-12 4-7.12 Scale = 1:33 3 4x4 = 3x4 = 1 5x4 II 4 15 16 5 17 6 3x5 = 1x4 II 5x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 10.0 Lumber DOL 1.25 BC 0.65 BCLL 0.0 Rep Stress Incr YES WB 0.39 BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.17 7-8 >762 240 MT20 244/190 Vert(CT) -0.35 7-8 >376 180 Horz(CT) 0.01 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 7=482/0-3-8, 2=439/0-8-0, 9=645/0-3-8 Max Horz 2=156(LC 12) Max Uplift 7=-85(LC 9), 2=31(LC 12). 9=-194(LC 12) Max Grav 7=530(LC 22), 2=439(LC 1). 9=645(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/0, 34=410170, 4-5=-338/43 BOT CHORD 2-9=43/332, 8-9=43/332, 7-8=-105/328 WEBS 3- 9=480/326, 5-7=459/156 Weight: 98 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=4ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 13-10- 15 zone,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 7, 31 lb uplift at joint 2 and 194 lb uplift at joint 9 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Vorlfy dwgn paramofars and READ NOrES ON TWS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev. f 0/O3/20/5 BEFORE USE. Design valid for use only with MITekilt, connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is alwaysrequiredforstabllnyandtopreventcollapsewnhpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq HM 2091 Madrona AS / Tray T12955044 P2091AC-T J3C JACK 4 1 Job Re erence (optional Mid-Florida Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:35 2018 Page 1 I D: W1DyiuZDwOr112xygntYl3zgvcy-31EOOVKApga3ylg2cuKrkhWlvowND_LyNzIpTLzvAjM 600 f 12 1.5.4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.31 TCDL 10.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) 0.01 5-6 >999 240 MT20 244/190 Vert(CT) -0.01 5-6 >999 180 Horz(CT) -0.01 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=191/0-3-8. 3=65/Mechanical, 4=27/Mechanical Max Horz 6=193(LC 12) Max Uplift 6=-8(LC 10), 3=42(1_C 12). 4=-161(LC 12) Max Grav 6=191(LC 1), 3=79(LC 17), 4=144(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-267/417 Scale= 1.293 . Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4f1; Cat. II, Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0-8, Interior(1) 2-0-8 to 2-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 Ito uplift at joint 6, 42 lb uplift at joint 3 and 161 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design panmofara and READ NOTES ON THIS AND INCLUDED M1TEN REFERENCE PAGE Mil-7473 rov. 1010312015 BEFORE USE. Design valid for use only with MfTek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not• truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses end truss systems, see ANSI/TPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Scl Hm/ 2091 Madrona A C / Tray T12955045 P2091AC-T J7 JACK 19 1 Job Reference (013tionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07 35 36 2018 Page 1 I D: V14Dyi uZDwOrl l2xyg ntYl3zg vcy-XxoocrLoa_IwaSP EAb r4 Hv3ykC94ySX5cdVMOnzvAj L 1-0-0 7-M 1-0-0 7-M 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.69 TCDL 100 Lumber DOL 1.25 BC 0.54 BCLL 0.0 Rep Stress Incr YES WB 0 00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=181/Mechanical, 2=340/0-8-0. 4=89/Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-72(LC 12), 2=-59(LC 12) Max Grav 3=181(LC 1), 2=340(LC 1), 4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1 22 3 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.12 4-7 >695 240 MT20 244/190 Vert(CT) -0.23 4-7 >356 180 Horz(CT) 0.00 2 n/a n/a Weight 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf; h=15ft, B=45ft; L=24ft, eave=4ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-13-0 to 2-0-0, Interior(1) 2-D-0 to 6-10-4 zone,C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 3 and 59 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII.7473 rev. f0103120/5 BEFORE USE. Design valid for use only with MlTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of IndlNdual truss web and/or chord members only AOddional temporary and permanent bracing MiTek• IsalwaysrequiredforstablidyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-59 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plata Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq HnV 2091 Madrona A_C / Tray T12955046 P2091AC-T VT SPECIAL 3 1 Job Reference o do al Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:36 2018 Page 1 ID W1DyiuZDwOr112xygntYl3zgvcy-XxoocrLoa_iwaSPEAbr4Hv3v7C7kySX5cdVMOnzvAlL 1-0-0 2-7-8 7-M 1 1-0-0 2-7-8 44-8 Scale = 1 22 3 - 2x6 = Zx4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 086 Vert(LL) 0.19 6 >432 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 069 Vert(CT) -0.32 6 >258 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 016 5 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2x4 SP No 2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing 3-7. 2x4 SP No.3 REACTIONS. (lb/size) 4=169/Mechanical, 2=346/0-8-0, 5=107/Mechanical Max Horz 2=116(LC 12) Max Uplift 4=-61(LC 12), 2=-58(LC 12). 5=7(1_C 12) Max Grav 4=169(LC 1), 2=346(LC 1), 5=126(LC 3) FORCES. (lb) - Max Camp /Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24ft; eave=4ft; Cat II; Exp B; Encl.. GCpt=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 4, 58 lb uplift at joint 2 and 7 lb uplift at joint 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vrlry dos/gn pararner and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 ray. IOM312015 BEFORE USE. Design valid for use only with MlTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq HGV 2091 Madrona A C / Tray T12955047 P2091AC-T KJ4 JACK 2 1 Job Reference (optional Mid-Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07 35,37 2018 Page 1 ID:W)DyiuZDwOrll2xygnlYl3zgvcy-?7MBpBLQLlgnCc RkIMJp6bCgcY0lvwFrHEwYEzvAJK 1-5-0 4-2-7 427 4.24 (12 1.5x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 10.0 Lumber DOL 1.25 BC 032 BCLL 0.0 Rep Stress Incr NO WB 0 06 BCDL 100 Code FBC2017rrP12014 Matnx-MP DEFL. in floc) Vdefl Ud PLATES GRIP Vert(LL) 0.05 5-6 >894 240 MT20 244/190 Vert(CT) 005 5-6 >977 180 Horz(CT) -0 01 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=222/0-7-8. 3=77/Mechanical, 4=38/Mechanical Max Horz 6=193(LC 8) Max Uplift 6=-191(LC 4), 3=-82(LC 5), 4=-165(LC 8) Max Grav 6=222(LC 1), 3=77(LC 1), 4=80(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:28.9 Weight: 27 lb FT = 20% Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind, ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B, Part Encl., GCpi=0.55; MWFRS (directional); end vertical left exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 6, 82 lb uplift at joint 3 and 165 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb up at 1-6-12, and 132 lb up at 1-6-12 on top chord, and 88 lb up at 1-6-12, and 88 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plo Vert: 1-2=60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=71(F=36, B=36) 8=4(F=2, B=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Varlfy d-1gn parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rsv. 1010312015 BEFORE USE Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buiding design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPI1 Quality Criteria. DSB-eg and BCSI Building Component 6904 Perko East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alemndrta, VA 22314. Tampa, FL 36810 Job Truss Truss Type Qty Ply Park Sq HnV 2091 Madrona A_C / Tray T12955048 P2091AC-T KJ6 SPECIAL 1 1 Job Reference o do al Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35:38 2018 Page 1 I D: W)DyluZDwOrll2xygntYl3zgvcy-TKwZ 1 XM36byeplYdlOtYMK81 LOIIQM 103x_T4gzvA)J 1.5.0 1-5-0 6.9.4 1.5-0 1-5-0 5.4.4 6 2x4 II LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 125 TC 0.68 TCDL 10.0 Lumber DOL 1.25 BC 0.40 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR DEFL. in (loc) Vdeff L/d Vert(LL) 0.19 5-6 >417 240 Vert(CT) 0.17 5-6 >469 180 Horz(CT) 0.18 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' 3.6: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=308/0-11-5, 4=172/Mechanical, 5=66/Mechanical Max Horz 8=88(LC 8) Max Uplift 8=-217(LC 8). 4=-105(LC 8). 5=47(LC 8) Max Grav 8=308(LC 1), 4=172(LC 1), 5=108(LC 3) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-252/207 Scale = 1.30.9 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 1 D-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 8, 105 lb uplift at joint 4 and 47 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb up at 1-6-1, 92 lb up at 1-6-1, and 42 lb up at 4-4-0, and 10 lb down and 61 Ill up at 4-4-0 on top chord, and 74 lb up at 1-6-12, 16 lb up at 1-6-12, and 79 lb up at 4-4-0, and 3 lb down and 7 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-4=-60, 7-8=-20, 5-6=20 Concentrated Loads (lb) Vert 7=7(F=4, 8=2) 3=69(F=34, B=35) 9=-1 (F) 10=-3(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verlry d-Ill. penmefers and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not '• truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall bulltling design Bracing indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance fegarding the fabrication, storage, delivery, erection and bracing of trusses end truss systems, see ANSlrrPlt Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N Lee Street, Sulle 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955049 P2091AC-T KJ7 JACK 4 1 Job Reference (ootionall Mid-Flofida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:39 2018 Page 1 ID: WJDyiuZDwOAl2xygntYl3zgvcy-xWUxEtNhtv4URv7pdOnuXhYgPC09kcX[bj 1 c6zvAj I 1.5-0 5-2-5 9.10.13 1-51 I 5.2-5 4-8-8 1 Scale = 1:21 9 2x4 = 1x4 II 5 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1 25 BCLL 0.0 Rep Stress Incr NO BCDL 100 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 CS1. DEFL. In loc) Udefl Ud TC 0.38 Vert(LL) 0.03 6-7 999 240 BC 043 Vert(CT) 0.07 6-7 999 180 WB 036 Horz(CT) 0.01 5 n/a n/a Matrix -MS REACTIONS. (lb/size) 4=128/Mechanical, 2=511/0-11-5. 5=328/Mechanical Max Horz 2=118(LC 8) Max Uplift 4=-55(LC 8). 2=109(LC 8), 5=-47(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=775/91 BOT CHORD 2-7=-151/708, 6-7=151/708 WEBS 3-7=0/275, 3-6=-769/164 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl , GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 4, 109 lb uplift at joint 2 and 47 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12, 3 lb down and 11 lb up at 1-6-12, 3 lb down and 41 lb up at 4-4-12, 3 lb down and 41 lb up at 4-4-12, and 27 lb down and 68 lb up at 7-2-11, and 27 lb down and 68 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12. 2 lb up at 1-6-12. 5 lb down at 4-4-12, 5 lb down at 4-4-12, and 20 lb down at 7-2-11. and 20 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 14=60, 5-8=-20 Concentrated Loads (lb) Vert: 13=53(F=-27, B=-27) 14=4(F=2, B=2) 15=10(1`=-5, B=-5) 16=-35(F=-17, B=17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Vorlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. 10/03/2015 BEFORE USE. Design valid for use only with MlTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucking of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSIITP11 Quality Crlterta, DSB-89 and BCSI Building Component 5904 Parke East Blvd Safety Information available from Truss Plate Institute, 215 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type oty Ply Park Sq Hml 2091 Madmna A_C I Tray T12955050 P2091AC-T KJ7T SPECIAL 1 1 lJob a Mid-Flonds Lumber. Bartow, FL 8 130 a Oct 26 2017 MTek Industries, Inc. Mon Jan 15 10'02.38 2018 Page 1 ID:WjDyiuZDwOr112xygntYl3zgvcy-LTUAbfXlmVp3N?cukcu9m7LJzDJaU7EkP3TgH6zv9Rl 1-5-0 3-7-13 6-7-9 9-10-13 3.7-13 2-11-12 3-3-4 ' 3 11 13 3x4 II 4x4 = Scale - 122.5 i 3.7-13 6-7-9 2-11-12 9-10.13 Plate Offsets (X Y)— 12:0-3-15 Edgel 13'0-2-2 0-2-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(ILL) -0 28 9 >427 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.58 9 >205 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.20 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP DSS TOP CHORD Sheathed or 5-5-5 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 3-6 2x4 SP No. 1, 3-10, 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=147/Mechanical, 2=42210-11-5, 6=499/Mechanical Max Horz 2=144(LC 8) Max Uplift 5=-68(LC 8). 2=72(LC 8), 6=-77(LC 8) Max Grav 5=151(LC 13). 2=422(LC 1), 6=499(LC 1) FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-257/0. 3-4=-1156/145 BOT CHORD 3-8=-236/1109, 7-8=-237/1112 WEBS 4-8=0/356, 4-7=-1224/260. 2-11=-309/75, 12-13=-461/87 NOTES- 1) Wlnd: ASCE 7-10; Vul1=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; B=45ft; L=24ft, eave=4ft; Cat 11; Exp B; Encl , GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 5, 72 lb uplift at joint 2 and 77 lb uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=60 Trapezoidal Loads (plf) Vert: 2=0(F=30, B=30)-to-3=-47(F=7, B=7), 3=-47(F=7, B=7)-to-5=-148(F =44, B=-44), 11=0(F=10, 8=10)-to-10=-16(F=2, B=2), 10=16(F=2, 13=2)-to-9=18(1`=1, B=1), 3=16(1`=2, B=2)-to-6=-49(F=-15, B=-15) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE 11,1I1-7473 rsv. 1CM312015 BEFORE USE. • Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Indlridusl building component, not a truss system. Before use, the bullding designer must verily the applicability or design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Perko East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type Qty Ply Park Sq HnV 2091 Madrona A C / Tray T12955051 P2091AC-T V1 VALLEY 1 1 ab Reference lootionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35 40 2018 Page 1 to W1DyluZDwOrll2xygntYl3zgvcy-Qi2JSDOJeOCL33i?PRvORIDgOpZDuFQhXFTa9ZzvAJH 6-11-3 _ _ 12.3.3 I 1333 6-11-3 5-4-0 1-0.0 Seale = 1:23.1 4x6 e ? 3x4 5- 1.5x1 II 1.5x4 II 3x6 II 6-11.3 i 12-3-3 6-11-3 54-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 054 TCDL 10.0 Lumber DOL 1.25 BC 0.33 BCLL 00 Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2017rTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-7-10 REACTIONS. All bearings 12-3-3 lb) - Max Horz 1=61(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=436(LC 1) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-283/133 DEFL. in (loc) 11defl Ud PLATES GRIP Vert(LL) -0.00 6 n/r 120 MT20 244/190 Ven(CT) -0.00 6 n/r 120 Horz(CT) 0.00 5 n/a n/a Weight, 48 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Intenor(1) 3-7-9 to 6-11-3. Exterlor(2) 6-11-3 to 10-1-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 5, 7, 8 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Vr11y design panmefera and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312013 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulltllnp destgn Bracing indicted Is to prevent buckling of Individual web and/or chord members Dory Addnlonal temporary and permanent bracing M iTek' Is afways required for stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, $ee ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 69114 Perko East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suse 312, Alaxancirin. VA 22314 Tampa, FL 36810 Job Truss Truss Type city Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955052 P2091AC-T V2 VALLEY 1 1 Job Reference footionall Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 Mi-rek Industries, Inc. Mon Jan 15 07:35.41 2018 Page 1 I D. WlDyluZDwOrli2xygntYl3zgvcy-uvchfZPxPWKCgDHCzBOF_ymwXDyodl7gmvC7h7zvAiG 4-113 9.10.6 4.11-3 i 4-11-3 4x4 = Scale = 1 18 0 . 4 2x4 i 1.5x4 II 20 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 200 Plate Grip COL 1 25 TC 024 Vert(LL) n/a n/a 999 TCDL 100 Lumber DOL 1 25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL too Code FBC2017rrPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=157/9-10-6, 3=157/9-10.6, 4=374/9-10-6 Max Horz 1=-41(LC 10) Max Uplift 1=-34(LC 12). 3=-34(LC 12), 4=48(LC 12) Max Grav 1=159(LC 21), 3=159(LC 22), 4=374(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight, 32 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15111, B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exlertor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-11-3, Exterior(2) 4-11-3 to 7-11-3 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Gable requires continuous bottom chord bearing 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 i Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7477 rev. /0103/2015 BEFORE USE. Design valid for use only with Mrrskm connectors, This design Is based only upon parameters shown, and Is for on Individual building component, not • a truss system Before use. the building designer must verify the applicability, of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' b always required for ateblirly and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erecilon and bracing of trusses and truss systems, see ANSIRPI/ Quality Crtlorta, OSO-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Park Sq Hitt/ 2091 Madrona A C / Tray T12955053 P2091AC-T V3 VALLEY 1 1 ob Reference (optional Mid-Flonda Lumber, Bartow, FL. b.l du s aep 10 tD 11 MI I ex Invusrnes, inc Mvn ddn i u unoo:vc cv io rdye r I D:WjDyiuZDwOAl2xygntYl3zgvcy-M5A4tuPZ9gS31NsOXsyU WAJ7JdGhMAO_YyhDRzvAjF 2-11-3 I _ 5-10-6 r 2-11-3 2-11-3 3x4 = 2x4 i 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1 25 TC 0.11 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=184/5-10-6, 3=184/5-10-6 Max Horz 1=-22(LC 10) Max Uplift 1=-31(LC 12), 3=31(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11 9 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wlnd: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cal. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verity design parameters end READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE Mll•7473 rev, 1010312015 BEFORE USE. Design valid for use only with Wak® connectors This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and property Incorporate this design Into the overall bultding tleslgn Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trues systems, see ANSUTPl1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Bad Safety Information available from Truss Plate Institute, 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa, FL 366 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0';.16 I- For 4 x 2 orientation, locate plates 0- %d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Numbering System 6 8 dimensions shown in ft-in-sixteenths Drawings not to scale) Iq BOTTOM CHORDS J A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2 Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or aftemative Tor I p bracing should be considered. O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building 1-- designer, erection supervisor, property owner and all other interested parties. 8 7 6 5 1 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MM M111111111100 Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, MiTekGuidetoGoodPracticeforHandling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet Mll-7473 rev. 10/03/2015 6. Place plates an each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. 13 Top chords must be sheathed or purlins provided at spacing indicated on design 14 Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not ciri or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Duality Criteria. 0 w O z w w O U) w J Z Q 0 Z Q w m Q O J w Q z O U) J J JJ Q aM I' 1 irr. Ic rL)l llnlln l 1 I'® GARAGE I{ ',! e _i, 31 I 19'- 4" 3.I T- 0" I 5--4- I 13% 4" I I I I I APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 TOP= 2x4 12 / 6.0 Ppp' C l 12 moo 12" _I TRUSS END DETAIL J L 4 - HUS26 1 - PLY HGR O 1 - HGUS26-2 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TOP CHORD LIVE 200 1 TOP CHORD LIVE 400 ITOP CHORD DEAD: 100 ITOP CHORD DEAD: 10.0 IBOTTOM CHCRD DEAD- 10.0 (BOTTOM CHORD DEAD- 50 ITOTAL LOAD (PSF) 400 ITOTAL LOAD PSF) 550 STRESS INCREASE 125 1 STRESS INCREASE 10 THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS GENERATED BY 1u0 WH WINDS USING 42 PSF TOP CHORD DEAD LORD AND 30 PSF BOTTOM CHORD DEAD LOAD 0 MILES FROM HURRICANE OCERLIPE CRT II EXP B IASCE ?-101 2091 - A or C (Park BUILOR Sauare Homes 12" TRAY CLG. Madrona - A or C P2091 AC I WA yax10-1s7 UCG;,-D CGrY yy D City of Sanford Building and Fire Prevention Product Approval Specification Permit # # 1 8- 2 5 3 7 Project Location Address Form a As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94/T40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant'sAwl/; Name Please Print) June 2014 Florida Building Code Online littps://www.floridabu i lding.org/pr/pr_app_dtl.aspx?param==%vGE-C X... 4 u' r - l 0 Ml . = r BCIS Home I Log to 1 User Registration I Hot Topics I Subml Surcharge i Stats A Facts ; Putikatlo s I FBC Stag ; BCLS Site Map I Li*5 I Search i d.-,bpr a 4l Product Approval USER: PubOc User Product MProva Mule > Product or Appticdti?rl.$eAt-b > BDPlrathn Lst > Apprcation DetaB i FL # FL8871-RB Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL8871 R _CQl Lb) Certificate of Indep dence.odf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635, 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of 4 4/ 15/2018, 4:50 PM Florida [Tuilding Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wG EVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL8871 Rtl Eauiv (bl Egu(valencv of Stan r s.pdf Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 Summary of Products FL # Model, Number or Name Description 8871.1 a "ClassicCraft Rustic" Series 3'6 x 8'0 'Impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing Limits of Use — — Installation Instructions 1 Approved for use in HVHZ: Yes FLff871 RB 11 (b) Inst 8871.1.pdf Approved for use outside HVHZ: Yes Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Created by Independent Third Party: YesImpactResistant: Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by I FL8871 R8 AE (b) Eval 8871.1.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 18871.2 I b. "ClassicCraft" or "ClassicCraft 3'6 x B'0 'Impact" Opaque Fiberglass Single Door (X) - L Rustic" Series Inswing or Outswing — ---- — Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.2.gdf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by FL8871 R8 AEU Eva1 8871.2.pdfdf specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and Installation Instructions. 8871.3 c. "ClasslcCraft" or "ClassicCraft j 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series I Sldelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 11_(b) Inst 8871.3,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R8 AE b) Eva 8871.3.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.4 —jdu-CiassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with stiSeries Sidelites (OXO) - Inswing or Outswing — Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 RB 11 (b) [fist 8877.4.pdf IIIApproved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 RB AE_ tbj Eval 8871_4.pdf specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and Installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " 1" part numbers for these sidelites, which have been 2 of 4 4/15/2018, 4:50 PM Florida Building Code Online https://www.11oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... jstained or painted within six months of installation.) 8871.5 ! e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.5 for Design Pres specific Model and for any other addltiona and Installation instructions. 18871.6 I f. "FiberClassic" Series Inswing or Outswing Installation Instructions I FL8871 R8 II (b1 Inst 8871:5-pd-f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports re Ratings by FL.8871 RS AE _(b) Evdl 8871.5.pdf use limitations Created by Independent Third Party: Yes or "SmoothStar" 1 To x 8'0 "Impact" Opaque Fiberglass Single Sidelite (OX or XO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the of "1" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 1 g. "FiberClassic" or "SmoothSta Installation Instructions FL8871 R8 it (b Inst 8871,.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL$87a R9 AE (b) EvaL8.871.6.adf Created by Independent Third Party: Yes use Door with ! r" 13'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing ----- Limits of Use Y I Installation Instructions Approved for use in HVHZ: Yes FL,$71 RS ]I ¢) Ins[ 8871.7.pdj Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FIA821 R8 AE Cba Fva1 88ZJ,7.pd-f specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use iof "1" part numbers for these sidelites, which have beenstainedorpaintedwithinsixmonthsofInstallation.) 1 18871.8 1 h. "FlberLlassic", "SmoothStar", ClassicCraft" or "ClassicCraft f Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations I and installation instructions. 8871.9 i. "FiberClassic", "SmoothStar", I "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes I Approved for use outside HVHZ: Yes Impact Resistant: Yes 6.0 x 810 "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Installation Instructions FL8871 R8 II_(b,) Inst B871.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE_Cb) Eval 8871.8.pdf Created by Independent Third Party: Yes 6'0 x 8'0 "Impact" Opaque Fiberglass Sidelites (OXXO) - Inswing or Outswin Installation Instructions FL8871 R8 II (b, Inst 8871.9.pdfdf Double Door with i Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8671. .1df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "1" part numbers for these sidelites, which have been stained or painted within six months of installation.) —_ Back next 3 of 4 4/15/2018. 4:50 PM Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dti.aspx?pamm=wGEVX... Clntact ills :: M The State of Fbrida is an AA/EIO employer. Copyright 2007-2013 State of Florida.:: ffiyPtySWILCITle :: A&-Le£sibRIN Statement :: Refund Statement Under Fbrda law, email addresses are public records. If you do not went your a -mat address released In response to a public -records request, do not send ekctront: mall to this entity. Instead, Contact the office by phone or by traditional malt If you have any questans, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees IICensed under Chapter 455, F.S. must provide the Department wth an email address if they have one. The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please tick bap_. Product Approval Acoepts: Credit Card Safe 4 of 4 4/15/2018, 4:50 PM THERMAITRU. THERMA TRU DOORS 1 1 B INDUSTRIAL R— EDGERTON, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE ''IMPACT" DOOR w/ "NON -IMPACT'' SIDELITE INSWING / OUTSWING GENERAL NOTES 1. This product has been evaluated and Is In compdance with the 61h EC il'Ion (2017) Florida Buddhg Code (FBC) structural requirements Including the 'High Velocity Hurricane Zone" (HVHZ). 2 Product anchors shol be as listed and spaced cis shown an details. Anchor embedment to base material shad be beyond wad dressing or stucco. 3. Wh en used in the IWKr the opaque door compiles with Section 1626 of the Florida BuOding Code and does not require an impact resitant covering. The non -impact sldedte must be protected with an impact resistant covering compyM with Seclbn 1626 of the FBC. 4. When used in areas outside of the?IVHZ- requHng wind bome debris protection, the opaque door complies with FBC Sections 1609.1.2 B. R301.2.1.2 and does not require on impact resistant covering. The opaque door meets missile level D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 8 R3012.1.2.1. The non4mpact sidedtes must be protected with an impact resistant covering complying with FBC Sections W.1.2 B. R301.2.1.2 5 For 2x stud framing construction, anchoring of these unite shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing requtro further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item 04 under active doors. and all sits used under the sideltes. meet water Infiltration requirements for'}NHZ'. 8. Inswing configurations and outswing configurations using sm Item 05 under the door do not meet the water Infiltrationtab5oareasorofhabitable onoverhang orirementsrcapysuchthattheangleHraridshagbealledonly between tthe edgeorf canopy a overhang to sin less than 45nsprotectedcdegrees. TABLE OF CONTENTS DESCRIPTION Typical elevations, des n ressures 3 eneral notes Doa anal details (Smooth StollRDoapaneldetails (fiber classicSldedtepaneldotal$ Horizantal crw sections 6 Vertical cross sections 1 Vertical cross sectrons 8 Buct aril frame anchoring . 2X tuck masonry construction 9 Frame anchoring - IX buck masonry construction 10 Components 8 Gk=nCl details 1 I Big of Materials 54.75- MAX. O.A. FRAME WIDTH 37.75" MAX. 1550" MAX. FRAME WIDTH FRAME WIDTH 36,00- MAx 13J5' MAX. PANEL WIDTH PANEL WIDTH M M cd 0 1 2 O OVERAL[ bESIGN PRESSURE,(PSf) DOOR TYPE SWING:. •.::--•,FRANIE: F'OSMVE'r NEGATIVEDIMENSION.. INSWING 54.75" x 98.D0- 60.0 60.0 SMOOTH OUTSWING 54.75' x 96.50" 65.0 65.0STAR INSWING 54.75" x 98.00- 60.0 60.0 FIBER OUTSWING 54.75" x 96.50• 65.0 65.0CLASSIC See Sheet 10 for design pressure onranans. lilt A I;ryQ cis, m dmz' sao E z u cii 9d`oaNmdam V CZ er. DWb or. LFS Im NO.; FL-8871.6 u i 44 47 2 q7 4T EXTERIOR L DETAIL A -A j F o o smoom ator 00000000000000000000000 00...00 00000000000000000000000000000000000000000000000000000000000000000000000000 000000000 0 000o0 000000000000000000000000000000000000000000000000000000000000 DtTAR A -A Panel reWOrcement INTERIOR 1 HORIZONTAL CROSS SECTION 2 I I II a- It11 28.86% OPEN AREA MAX. bi 0, les" III 04 EXTERIOR INTERIOR Y VERTICAL CROSS SECUON 2 E N.T.S. er•. DWS LFS FM No, FL-8871.E 2 or 11 L DETAIL A -A J 60 PANEL Finer CHIC 00000000000000000000000000000000000000000000000000000000000e. 000000000000000 00000.00 0000000 00....00 0000000 000000000 0 00... 0000000000000000000000000000000000000000000000000000o000000o DETAIL A -A Panel rehf=ernenl INTERIOR 1 HORIZONTAL CROSS SECTION 3 4.02' ---i j-1.53' TYP. 4 I F CORNERS OF PANEL 62 IL 63 LOCR STHE T r UZ I O HINGE LE 65 RAI 6a 28.86% OPEN AREA MAX. EXTERIOR IN Z ffffl# S11` m i111Ucl N 9 C Woa i m ci y t . Z eta INTERIOR 2 VERTICAL CROSS SECTION 3 Ilx9INIl=lI I I M1 N j a enN—Z °u orm OS 22 08 = e.•., r. N.T.S. FL VS- 88 13.75' MAX. PANEL WIDTH m I at Jr LT 70 SIDE PANEL Qr.-1.53• 1 i 71 r0 a SideLte I 72 Siaefte m 73 03512 p ii 7' MAX. D.L.O. —117(TERIOR J INTERIOR U 1 HORIZONTAL CROSS SECTION q (Classlc craft & rustic) T' MAX mu BaMOR u INTERIOR 2 HORIZONTAL CROSS SEC ON 4 fRxr classic) I' MAX. D.L DaERIOR INTERIOR 3 HORIZONTAL CROSS SECTION 4 (Smooth star) 0 EXTERIOR INTERIOR EXTERIOR 1 INTERIOR I EXTERIOR INTERIOR N.7.S. er DWSFrrLFS 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION VERTICAL CROSS SECTION oavnr< rro< FI.-8871.6 4 (Smooth star) k.,4 Ifiber classic) 4 (Classic aall 6 rustic) sertEr or T1 1-1 /,CMN. EMB. ( TYP.) I+ @ HORWOM,ITAICROSS SE ION wn o opnprown - usswnng 4 HORIZONTAL CROSS SEC"ON 5 Sho w/lxsu" k 2 HORIZONTAL CROSS SECTION Oulsvingshown-InwMg adso approved 3 HORIZONTAL CROSS SECTION 5 Outswingshovm- Inswing also approved 9 n 5i4 Z Oz R Em i o=v m I- 1/ 4" MN. EMB. (TYP.) is N. T.S. or. DWS r. LFS k1w NOa FL-8871. E v 5 or 1: EXTERIOR "j%INTMUK i VERTICAL CROSS SECTION 6 =wAng shown - Inswing otro aPProved EXTERIOR a 6 y 1 2 7 E E VERTICAL CROSS SECT6 ]raving configuration see general notes sheet 1 tor'FNHr water infurctlon y requirements INTERIOR EXTERIOR J`tINTERIOR 2 VERTICAL CROSS SECTION 6 Shawnw/1 ssub4=k EXTERIOR 5 VERTICAL CROSS SECTION 6 ftwtng configuatlon see general notes sheet 1 for 11VHr water tnfdlrofion INTERIOR INTERIOR A le:p? 69 1*• it IDIj t Z a N C W m° gm aa. 60 _ air 0cW VERTICAL CROSS SECTION R f Outtwing contgrolion J see ggeeneral no as sheet 1 or I= water Infltrotlon requirements INTERIOR EXTERIOR see aenerainoTessheet I 1p IA N a S u D5 22 D6 = E N. T.S. 9 5 er: DWS m En. LFS11 3 nnno. m FL- 8871. E a 0 ET6 or I I n M 70 9 8 o v EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 =Q ft. - U.Q oved EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 1 ^8 ^figuration EXTERIOR —71— INTERIOR 2 VERTICAL CROSS SECTION 7 Stwam w11 x-b-DUCK EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 7 trnwing configuration J't': PINTERIOREXTER1O11, 0r..zu' x Z .4 cli 9 m E. M mg 5ALLI° 5 70 ` d a CZ cc m sW N 0 3 VERTICAL CROSS SECTION 5Q 7 Ong contlgurotton a N INTERIOR EXTERIOR E 6 VERTICAL CROSS SECTION 7 Outswing conngurallon n o ^ ' app z nw- Z 05 22 08 = 0 a N.T.S. 5 ar. DWS m r: LFS d APIO H0.: m FL- 8871.E a Q 7 or 11 n r.- 1- II D II TYP. HEAD & I IMASONRY OPENING JAMBS II MULLION II SHOWN FOR , REFERENCE \llONLY I ti, o II I I 2X BUCK n p I I I I it I I I I lb F R BUCK ANCHORING y CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the mh edge distance to mortarpints. 2 Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar Joints. additional concrete anchors c may be required to ensure the "MAX. ON CENTER' dimension are not exceedec g 3. Concrete anchor table: E ti I L Tall TYP. HEAD 3 MASONRY J JAMBS Y 0 OPENINGL FRAME L. L TTYP. Lr 2X BUCK MULLION L K I i I F TYP. SILL L TYP. SILL HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck oonstructbn ANCHOR' ANCHOR, CLEARANCE:_CLEARANCE 70:MASONRY T9 4DJACENL, ANCHOR, rTW 1/4' 1.1/( r 4' TA ON4 ELCO a 1/4- 1-1/4' 1. 4' ULTRACON WOOD SCREW INSTALLATION NOTES. edge distance, I' end distance. 6 I' o.c. spacing 01Maintainaminimum5/B" wood screws to Prevent the splitting of wood. a HINGE DETAIL Y• c nono i E m. NO d oZ gd1a LATCH A DEADBOLT DETAIL rzlc"1KZl:U 1 16% na i wnw-Z ° a OS 22108 = 0 e N.T.S. m: DWS m BY. LFS ; eo ND_ m FL-8871.E 0 rr 8 or 11 n THIS ANCHOR REQ'D ONLY WHEN DP > 60.0 PSF MASONRY OPENING FRAME T IX BUCK F Lqn K I LTYP. SILL HINGE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING I. Concrete anchor locations of the corners may be ocqusted to mointain the min. Masora/ IX buck constnxlbn edge distance to mortar Joints. 2. Concrete anchor loc OnS noted as "MAX. ON CENTER" must be od/usted to maintain the min. edge dWonce to mortar joints, additional concrete anchors may be requUed to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: MIN. CLEARANCE' MIN. CLEARANCE ANCHOR A'NCHOR MIN.•'::. TO MASONRY.'. ' TO:ADJACENT.. SRE EMBEDMENT- EDGE ANCHOR::.:,.. ITW 4" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a m nimum 51S, edge dlsfonce, ?'end distance. 3 1" o.C. spacing Of wood screws to prevent the splitting of wood. 3 I F 11 V it rn u O MULUON TYP. SILL STRIKE JAMB LATCH d DEADBOLT DETAIL HINGE DETAIL i 0 Cp ca rlll 1111 8 N m ; R gp E i o0 s 9 ` oa v m Si m ai12 E 0 cWIarL V1N q.N< O_ O N ] 1NZ U o ic 05 22 08 i SQML N.T.S. ° B Ba DWS ma aa. Br. LFS 3 Blulrtm MO.: FL-8871.6 °a0 sell 8_ or 4.ST L THRESHOLD oulswhg coastal r 5• r 2 RESHO Inswlflo adJuslaole O T a -' on Outswing. d 20 INSWINGSpacer I/T GLASS 3/4" THK. BITE GLASS 1 /8' TEMP. AIR SPACE 1 /8" TEMP. SWIGGLE GLAZING 24 SPACER GI GLAZING DETAIL3/4 irtwlated glass 7/1 B GLASS BITE rr Z. HOLD InSwhlg setladJust L- - 6 RCSH ruv4re MAX. DESIGN PRESSURE_ +/- 50 PSF eG2 GLAZING DETAIL 1" gloss 9 d S!D hmb 2.IT o 8OUTWING SIDEl1TESpacerS I' THK. GLASS 711CGLASS _ BITE I IT TEMP. AIR SPACE — 1/8" TEMP. SWIGGLE GLAZING SPACER G3 G ZI D ILI? Wsloted glens 1 /2" THK. GLASS 1 /8' TEMP. AIR SPACE 1 /8" TEMP. 25' STEEL INTERCEPT SPACER n N tomLoin UN •• O 2 { Em Zm°•V N 5 Ocnim m O: cZ SrAM' N.T.S. M. tM: D WS nn. m: LFS mtmvwo No, FL-8871.E OW 10 OF Z Florida building Code Online https://www. floridabu i Id ing.org/pr/pr_app_dtl.aspx?param=wG EVX... 1' t Ids i BCIS Home log In I User Registration 1 Hot Topics I Submit Surcharge Stats h Facts i Pulikatbns FBC Staff I SCLS Ste Map I [inks ; Search F da I!+J Product Approval r USER: Public user Pmdud Okmmval Menu > Product or Aonlicatlon firth > 60ftj!2n last > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@mlwd.com Technical Representative Address/ Phone/Emall i Quality Assurance Representative i Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received 1W5332 R4 COI FLC_OII,pAU Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 1 of 3 4/15/2018, 5:08 PM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wG VX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products t— - ---- -- ---- i 15332.1 Method 1 Option D 08/ 11/2017 08/ 13/2017 08/ 15/2017 10/ 10/2017 Model, Number or Name SERIES 420 ALUMINUM SGD Limits of Use-------.--Y ----• --_' Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 2 ! SERIES 420 ALUMINUM SGD I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A I Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 3 SERIES 420 ALUMINUM SGD REINFORCED_ — - - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 4 — I SERIES 420 ALUMINUM SGD I REINFORCED SERIES 420 ALUMINUM SGD OXO 145-3/4'xB0" NON - REINFORCED Installation instructions _ FL153321t4_ f[ Q,$_OOSOOE.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 51U807D,p_f Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80' NON - REINFORCED Installation Instructions FL15332-- ii_I)-iA-00498E. odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 5_I0$05D.pdf Created by independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OXO 145- 3/4"x96 -- — --- - -- -- -- -- — Installation Instructions FL1533- 2 R4 11 09=p2Z4KS Pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE—$179WC,P_df Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96" x96" Limits of Use —f I Installation Instructions — Approved for use in HVHZ: No FL15:12—R4 II 06-022 ICAd-f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512969C.Of PRESSURE RATINGS Created by Independent Third Party: Yes SERIES 115332.5 SERIES 420 ALUMINUM SGD 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 I1 08-02250C.pdF Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512970C.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. E — — I SERIES 420 REINFORCED jALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96" x96" Installation Instructions F1. 15332 R4 11 0$-00499E.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes 2 of 3 4/ 15/2018, 5:08 PM Florida Building Code Online htq)s://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... Design Pressure: N/A I Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 5108060.pdf PRESSURE RATINGS _ — _ Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED LALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.8 1 SERIES 430/440 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.9 + SERIES 430/440 REINFORCED ALUMINUM SGD` - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96" Installation Instructions T EU53-32-114 II 08-0 5001E.pddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.odf Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Installation Instructions FL15332 R4 II 08-00502E.pd_f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLI_5332_R4 AE 510809D.pAf Created by independent Third Party: Yes SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" Installation Instructions FL15132 R4 II 08-00503E pdr Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLl -33_R4—AE_5.T 2D,W Created by independent Third Party: Yes Back I4e:t Contact Us :: 2601 Blair Stone Read talahassee FL 32399 Phone: 850-487 10 Z The State of Flonda Gan AAIE13D employer. rQmtdght 2007-2013 State of Florida.:: Rrvacv Statement :: AccessbRy Statement ::Refund StaWnnjeM Under Florida low, emal addresses are pubic records. If you do not want your a -mall address released In response to a pubic -records request, do not send eWronr mail to this entity. Instead, contact the office by phone or by traditional mad. 8 you have arty questions, please contact 850.467.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address V they have one. The emals provided may be used for ort'rkl communication with the licensee However email addresses are public record. 9 you do rot wish to sup* a personal address, please provde the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please lick ha . Product Approval Accepts: Credit Card Safe 3 of 3 4/15/2018, 5:08 PM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM 6063—T5. 5. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I NOTES 2 ELEVATION 3 - 9 INSTALLATION DETAILS REVMOM3 DESCRiPnON DATE APPROVED ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANCE INSTALLATIONS 12/08/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED, 0612212017 MI WINDOWS AND DOORS LLC 1IItri,, F 650 WEST MARKET STREET J S 41 E NGRATZ, PA 17030 r, •\O S cp 0,.612S1SERIES430/440 XIX SGO 143" x 96" REINFORCED NOTES oTATE OF . Lu n• iFS. OR10: G?\ DRAxN: owc No. IQv F.A. 08 000 03 E i/S,ONA j1'i: Luis R. Lomas P.E. DAncNTS 02/23/09 1 OF 9 L ROBERTO LOWS P.E 14M WOODFORD RO LEWISVILLE, 14C 27023 FL No.: 62514 434iQd-0609 i&..S lkUMp@ can 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17' I MAX6' MAX 6" MAX D.C. 6" MAX L 17' MAX O.C. 96' MAX FRAME HEIGHT L 6" MAX X SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS X I AND A2 FOR OTHER UNITS RATINGS NOTES 1. MAXIMUM PANEL SIZE: 46 112' x 95" 2. MAXIMUM D.C.O.: 44 3r4' x 90 5r8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 37 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (WI7.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM 60a3-TB REINFORCEMENT (W) AT ALL PANEL INTERLOCKS J WNUM 6D63-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REV DESCRIP110N A ADDED CHARTS B REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS E REVISED INSTALLATION DETAILS CHART All WHERE WATER INFILTRATION RESISTANCE IS RF_OUIRED SEE NOTE 9 SHEET I Design presswre chart (pso Single Panel and Total Ferro %"NWth In) fortero- F ig 30.0 3S.0 120 47.7 m.ao 10R00 126.00 143.00 Pos N ag Poe I Nep Poa Nap POW Nap 60.0 40.0 57.9 40.0 52.0 40.0 Ia.O 40. 60.0 4D.0 54.6 40.0 46.9 400 45.0K54. O4-0.0 10.0 596 40.0 51.7 4D0 45.1 40.0 42.3 40.D Sa.6 40.0 49.0 40.0 43.7 40.0 40.0 CHART#2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SFF NCJTF 9 SHEET 1 Desgn pressure chart (ps1) Single Panel and Total FranNdtVh (a0 From Helght H) 30.0 1 38.0 42.0 47.7 80.00 10B.OD 124.00 143.00 Pw Nep Pos Nap Pw Nap Pw Nap 64.0 60.0 80.0 57.9 7.9 52A 52.0 4a.0 4tl.0 Biro 60.0 50,0 54.6 54.6 4a.9 4e.9 45.0 15.0 92.0 596 1 59.6 1 51.7 1 51.1 45.1 45.1 42.3 42.3 16.0 56.6 1 56.8 1 49.0 1 49.0 43.7 43.1 40.0 40.0 CHART B3 Number of anchor locsflonsroqulrodL. erro Dngle Panel and Total Fro ( I 1I-evi1 m) Toro 90.0 Ja0 1011.0 120 126.0 17.7 143.0 His Jamb H65 Jsmb Ht5 Jamh H6S Jamb a a 6 7 6 a 6 0 6 88.0 7 B 7 6 a 6 20 7 6 7 6 e e 9 a 99.0 7 5 7 6 a 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS DRAWN. DWG NO. F.A. 08-00503 i- NTS DATE 02/23/09 sIW 2 OF 9 L RWER70 LOURS P.E. 1432 KOMFORD RD LEWISVILLE. NC 27023 434-W9-0609 r0anwS6vbn spa.oam DATE APPROVED 03/06/12 R.L. 10/15/13 R.I. 12/D6/13 R.L. 08/05/15 R.L. 06/22/17 R.L SIGNED: 0612212017 0 q 4r o 511 STATE OF 'I O i•c`F•S (ORLDP Gc`• iiS 01VA 11EN\\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS 111--- 1/2" MIN. REV DESCRIPTION DATE I APPROVED I EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R L 1 3/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 RL WOOD FRAMING EMBE MENT D REVISED INSTALLATION DETAILS 08/05/15 R L OR 2X BUCK BY OTHERS 1 3/8" MIN. 1/4" MAX. E REVISED INSTALLATION DETAILS 08/22/17 R.L. 1 EMBEDMENT SHIM SPACE 4" MAX. SHIM INTERIOR II10 WOOD SCREW SPACE 1/2" MIN. EDGE DISTANCE n n III10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR LUOc VIZ'IANLL VERTICAL CROSS SECTION K1000 FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AST114 C2112 g10 WOOD SCREW BE SET IN F APPROVED MIN. WENT WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA710N MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRA1'M. No F.A. 708-00503 KALE NTS JDATE 02/23/09 1 SHE03 OF 9 L ROBERTO LOMAS P,E. 1472 WOODFORD RD LEMSVILLE, NO 27023 D.•eas-alias ftMn5&W0llM3M,COR1 SIGNED: 0612212017 J\ S 1it11.. 4t'//// OEN*- 9J1 4 PONOTAT` REV iiP •'c[OR10P• E iss/ONALL G\\\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR F71VISHES, BY OTHERS, MOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIRd ASTM E2112 1/4" MAX. SHIM SPACE i 1/2" MIN. EDGE DISTANCE INTERIORASOR RILLING — R #10 SMS OR SELF DRILLING SCREWS -- L TO BE SET IN 3ED OF APPROVED kLANT METAL STRUCTURE BY OTHERS R£A96N5 REV DESCRDTIDN DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE 114STALLATIONS 12/05/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 08/22/17 R.L. EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 95" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DwG No. F.A. OB-00503 SCALE NTS I DATE 02/23/09 1 SET 4 OF 9 L. ROBERTO LOWS RE I432 WOOOFORD RD LEWISVRIE AIC 27D23 4340e8e.0e09 Poor molfwnump"om SIGNED: 0612212017 5 I II109G p' STTAAATTE OF ; ev ORt ?' Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. SEPARATION EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8" MIN. _ 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION MAX. I r 1 /4" SHIM SPACE LIONS REy DESCRFWN DATE I MPRMED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/13/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 05/22/17 R.L. JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEIMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" z 96" REINFORCED FRAME INSTALLATION DETAILS mevm 7No. nv F.A. 08-00503 E SCALE NTS °ATE 02/23/09 5-5 OF 9 L. R09ERTO LOMAS P E. 1432 WOODFORD RD LE WISVILLE NO 27023 U4-m-m9 db=Sv omaspaoom SIGNED: 0612212017 Z ; StAA' OF ; OR10P • : ss ONAL1EaG\ Luis R. Lomas P.E. FL No.: 62514 OD FRAMING OR 2X BUCK BY OTHERS N10 WOOD SCREW EXTERIOR Q10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE MIN. EMB MENT 1/4" MAX. SHIM SPACE INTERIOR SILL TO BE SET INrABEDOFAPPROVED J SEALANT I 1 3/B" MIN. EMBEDMENT 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8• MIN. EMBEDMENT I 1/2" MIN. EDGE DISTANCE g10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE REVSIONS REV DESCRIPRON DATE AMRDVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612212017 MI WINDOWS AND DOORS LLC XN1R1ILoj,,, 650 WEST MARKET STREET JCS • 4f, C E NGRATZ, PA 17030 v, 3F L1+ D, 61Z5SERIES430/440 XIX SGD 143" x 96" REINFORCED p(fk}/ = FLANGE INSTALLATION DETAILS pSTATEE OF • Q DUM: D>rs No. REv F. A. 08-00503 E 0 ° ATE SHEE' 9 NTS02/23/09 6 OF Luis R. Lomas P.E. L. ROBERTO LOW$ P.E. riy µOOODFORD RD LEMSVILLE. NC 27023 FL No.: 62514 43& Wl-0M dk'rA3V&bnWV@-WM METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR - - 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN, EDGE DISTANCE r 1 /4" MAX. SHIM SPACE I OR 1/2- LUNG MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS L TO BE SET IN 3ED OF DROVED SEALANT METAL STRUCTURE BY OTHERS 1/4" MAX. I SHIM SPACE RMS ONS REV DESCRIPTION DAZE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/05/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 05/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS Mww vrD No. F.A. j 08-00503 NTS DAB 02/23/09 SNELT7 OF 9 L ROBEAIO LOMAS P.E. I132 WOODFORD RO LEWISVOI.E. NC 27027 43d-M-0609 dbn%w®Hlmamm.a SIGNED: 0612212017 ILI0/%. rEN t 0 51 E OF •u, Jll//ONAL10aG\ Luls R. Lomas P.E. FL Na.: 62514 1 1/2' MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1' MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT OPTIONAL 1 1X BUCK TO BE PROPERLY 1/4• MAX. SECURED SHIM SPACE SEE NOTE 3 SHEET 1 3/16' TAPCON EXTERIOR 3/16" TAPCON —\ INTERIOR 1 1/4' MIN EMBEDMENT 1" MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS MASONRY/ CONCRETE p BY OTHERS f S . • 1 1/4" MIN. EMBEDMENT 2 7/8' MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1/4" MAX. SHIM SPACE OPTIONAL I X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVW0NS REV DLSCRIPIIDN DATE I APPROVED A ADDED CHARTS 03/D6/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALUTION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM C2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: NO. DRc F.A. 08-00503 SCALE NTS I DATE 02/23/09 1 SHEET 8 OF 9 L ROBERIO LOWS P.E. 1432 W00DFORD RD LWI5VILLE, NC 27023 43.QE6.0609 iR0nW5L6 WWAPe.G= SIGNED: 0612212017 J\ 5 Ik 11L/o a• 0, 6 251• ST(A T*E OF w i iS10NAJill i'E\\ Luis R. Lomas P.E. FL No.: 62514 INTERIOR TRIM I., A I1 3/8" MIN. EMBEDMENT i HOOK STRIP 1, WOOD SCEW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCIGWOOD FRAMING 1 5/8" MIN. EDGE DIST. TRIM — INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP a 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR " —J PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYiCONCRETE METAL STRUCTURE BY OTHERS TRIM --,, INTERIOR HOOK STRIP — REVISIONS REV DESCRIPTION DATE A PRWED A ADDED CKARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN. EDGE DISTANCE SELF DRILLINGSR 1 SCREW PANEL 1/2" MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EX I ERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 12 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS ORAWN: 0Ka NO, F.A. 08-00503 NTS °ATE 02/23/09 1 sNEET9 OF 9 L ROBERTO LOLLA.S P E. 1432 WOODFORD RD LEWISVILLE. NO 27023 43,1-6W-0009 dk)-w0kft l¢spaaxn SIGNED: 0612212017 GENS•giP D TATE OF ; oF. <OR10P • 0NIAL10av Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabu i Iding.org/pr/pf_app_dti.aspx?param=wG EV X... u Professional,' - ra r-nin-rm 8CIS Home I lug In I User Registration I Hot TOPICS I Sutmt Surcharge Slats S Facts I Publications I Far stall i 6CLS Site Map links I Sea,Ch Florida aDpr 1 1 "J Product Approval USER: Pubk User Product Aomoval Meny > Pmduct or Aogrratlon Search > gpn atnn I Ist > Application Detail FL # FL15279-RS Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory reapply 11/28/17 Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfi eld @clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R5 Equiv 20170809 - FBC - DASMA 108 eauly. df FL15279 R5 Ecnl v 20170809 - FBC - DASMA 115 equiv_pdf I of 7 4/15/2018, 5:17 PM Florida Building Code Online k https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page i Q FL it - Model, Number or Name Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 15279.1 1001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use - - - '--.•----. -- - ----- _ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 0 0 Pagel/80 0 Description -- - - - - 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279 Ri CAC Leti r wit lopfof4gntract nd ro9f of Inspectioqp_df FL-15279 RS C CAC W3 Usting_Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL]5229 RS-11 101655-R v12 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate -- FL35729 R5 C CAC Letter with proof of contract an -proof ofjUpqcj1pn.p9f EL 272 R5 C CAC W3 Listing Intertek.odl Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 95-11_103952:ReyQLpdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSlU-1A171: 9130, I Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, IiDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, 6131, 8133 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 002 W3-09 DSIE-1A471: GD1SP, GR1SP, GDILP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LR 4132, 2132, 6132,SFC38, MFC38 Limits of Use - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). WINDCODEp W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of Inspectl.on-pdf FL15279 R5 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 If 104175-RevOl:pdIF Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Double -Car (97" to 16'0' wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE@ W3 Garage Door SFI38, SRP38, 134, 135, 136, 6130, 6131, 6133 2 o f 7 4/ 15/2018, 5:17 PM Florida Building Code Online https://hvww. floridabu ild ing.org/pr/pr_app_dtl.aspx?param=wG E VX... j Limits of Use I Approved for use In HVHZ: No J Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES i comply with the Impact resistant requirement for windborne j debris regions (ref 1609.1.4 FBC). 15279.5 005 W3-16 DSIE-1A471: GD15P, GR1SR GD1LP, GR1LP, AR1SP, AR1L9 ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171:9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 18131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.7 007 W3-16 PAN-21`153: 73, 1500, 1 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF Limits of Use - ----_------ ------ - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for wlndborne debris regions (ref 1609.1.4 FBC). 15279.8 008 W4-09 DSIE-11`171:4300, 4301, 4310, 4400, 4401, HDG, I HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product Certification Agency Certificate FL15279 R5 C CAC Letter with proof of rontract and oroof gi Insgectlon,odf FL15279 R5 C CAC W3 Listing Intertek.pdj Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101820-Rev13.pQf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279 RS C CAC LettgLwlth proof of contract and_prp_of of inspection.pdf FL15279 R5 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 lI 104028-RevO1.Q-df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2' to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FLLI- 279 R5 C CAC Letter with proof of-ntract and proof 9f i1im-e-Q ohrAff FL15279 R5 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104168-RevOl 0 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate ELU273-R5SSA-C-rWIth.L)29ofoff contracted-amof of-mmol2n,pilf ELJ-52Z9 RS-C-C-A-C-W3J.isti-rlgJotertgl_CRdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 95 11 101308-Rev12,pd Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of GorItCASI_dnil_RL f afji Lpe4tttl.pdff FLIS279 R5 C CAC W4 Listing Intertek.p ff Quality Assurance Contract Expiration Date 05/21/2028 3 of 7 4/ 15/2018, 5:17 PM Florida Building Code Online https://www. floridabu i lding.org/pr/pr_app_dtl.aspx?param=wGEV X... meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne 1 debris regions (ref 1609.1.4 FBC). 15279.9 1 009 W4-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, I AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use _ Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +ZB PSF/-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for I windborne debris regions. I i Installation Instructions FL15279 RS 11 10165-2_B=Revll.pdI Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: I Evaluation Reports Created by Independent Third Party: Gal lery/ArLislry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter w th proof of contract and proof of Ins ection.pdf FL15279 RS C CAC_W4 LJ ting-Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Fll$279 RS_ll 103969_B_Ftev_02.p4f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: I I Evaluation Reports iiCreatedbyIndependentThirdParty: - - - i 15279.10 010 W4-09 DSIU-11`171 9200, - I Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) I HDPL.20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door i 8201, 8203 Limits of Use - Certification Agency Certificate -I Approved for use in HVHZ: No Ft,152Z9_R5 C_CAC Letter with proof of contract and proof , Approved for use outside HVHZ: Yes of in$pction.pdf Impact Resistant: N/A FL35279 RS C CAS W4 Listing Intertek•pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date j Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the impact resistant requirement for j f1L15279 RS II 104183-Rev0I.pdf windborne debris regions. The product without glazing DOES i Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne j Created by Independent Third Party: debris regions (ref 1609 1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-IK479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; I Ridge/Brookstone Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" - wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I FL1_5279R5 CCAS4ett_efJ^1t1Lpf_09f pf t qui Lars r]d-Mof Approved for use outside HVHZ: Yes Ir sp _CNQ1,A_d-f Impact Resistant: N/A j FL]5279 RS CCAS 1N-4Listing-littertek,pdf Design Pressure: +28 PSF/-29 PSF I Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the budding code but Installation Instructions DOES NOT meet the impact resistant requirement for FL1527 RS lI 104456 Rev0L.pdf windborne debris regions. The product without glazing DOES I VeriFled By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21`9'0" wide) 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9wide) 75, 190, 84A, 94, 76, 42, 48, 55, ( WINDCODE@ W4 Garage Door 42B, 48B, 55S, 411ST, 611ST, 4RSF, 6RSF, 211ST, GD5S, GD5SV, GR5S, GRSSV, AR5S, AR5SV, EMS, EDSSV Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No I FL15279 R5 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: No I FLIS279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-32 PSF I Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RS-ll 300159_B_Revl6.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4 of 7 4/15/2018, 5:17 PM Florida ITaildillg Code Online https://www. fl oridabu i id i ng.org/pr/pr_app_dt I.aspx?param=wG EVX... 15279.13 i I i 013 W4-09 PAN-21`441: G4S, GS4, G41., GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use - i Certification Agency Certificate Approved for use In HVHZ: No FL15279 R5 C CAC Letter wit1LRC9of of contract and proof Approved for use outside HVHZ: Yes of in5pW Q1LRdf Impact Resistant: No FLUV_9 RSC__C±C_W4 Listing Intertek.p_df Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL1527-9-R5_I1-103.48fi=0- lcyUB ndf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 014 W4-09 SPO-21`449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ: No FL15279 R5C-CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of Insoection.g_df Impact Resistant: N/A FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product i 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for I FL15279 R5 11 103549-RevO.6.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne f Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.15 015 W4-16 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-IF471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 16202, SFC68, MFC68 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate - FL15279 R$_C CAC Letter with proof of contract and proof of Inspection.Dd FLI5279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101481-B-Rev13.p_df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No F 75279 RS CCAC Letter wllh proof of contract and pnQgof Approved for use outside HVHZ: Yes o inspection.pdf Impact Resistant: No FL15279 115 C CAC W4 Lis inge:t k.odf Design Pressure: +25.5 PSF/-25.5 PSF I Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FLIS279 R5 If 104029-B-Rey03.pof windbome debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Parry: 15279. 17 017 W4-16 DSlEO-1F479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior Coachman/ Settlers/Affinity skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) l - - -----`-- WINDCODEO W4 Garage Door --_ --- 5 of 7 4/15/2018, 5:17 PM Florida Building Code Onl'uie https://www. El oridabu it d ing.org/pr/pr_app_dtl.aspx?param=wM V X... 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF i Otheri The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 1 15279.18 1018 W4-16 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne II debris regions (ref 1609.1.4 FBC). i 15279.19 019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of Inspectlon.pdF FL15279 R5 C CAC W4 Listing—Indf tentgk.p Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R5 II_J 3046 Rev07.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double - skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15379 R5 C CAC Letter wlth_proof of contract and proof of inspection.pdf F1_ 15279 RS C CAC W4_Listing_Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLIS279 R5 11 104169-RevOl.odF Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16 0 wide) WINDCODEQ W4 Garage Door I Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of Inspection.pdf Impact Resistant: N/A FLIS279 R5 C CAC W4 Listing Intertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date j Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R5 H 104457-RevO2.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: I -- — — 15279. 20 1020 W4- 16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GRSS, GR5SV, AR5S, AR5SV, EDSS, IED5SV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page j 0 Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLI5 79 RS C (;ACLgtter with rr4of cf contract_and_proQf ffiin- seeEt9n.pd_r FL15279 R5 C CAC w4 LIS.ting_Iatertek,pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions 1U1 2Z9_R5jL10JJ_11_ii_Rey,15. pdf Verified -By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: tladt Wert Contact US •: 7601 Bla_titf]P R:ad Tabnhas ee F a oo Phone: 85-4S7-1E24 0 0 Page 118 0 Tim State or Florida 19 an AA/EEO employer. CORyrl ht 2U9?•2sllistat09f FIgL1Q1,, :: PrMM_a4lemem.:: At[esslbpity Statement :: Refund Statement Under Florida law, emad addresses are public records. If you do rot want your e-mall address released in response to a public -records request, do not send electronic 6 of 7 4/15/2018. 5:17 PM Florida Building Code Online I)ttps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX... mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensee, licensed under Chapter 455, F.S. must provide the Department with an emal address V they have one. The annals provided may be used for offtlal communication with the licensee. However email addresses are pubic record. If you do rot wish to supply a personal address, please provide the Department with an email address whth can be made available to the pubic. To determine d you are a licensee under Chapter 455, FS., please click hem. Product Approval Accepts: Kt_ Credit Card Safe 7 of 7 4/ 15/201 R, 5:17 PM a,L t s Aii•:61 IMAN.AOT 1 ' AAIAm AAIAl OIAm] 1 I li m6A 113tl As GOALTiNLOIr aIa GCN. amv MIN AA9 AfaV Iwr Gll i IQR' mys @SSV w I W A Iglu AL ooaW Aonl - l oACPe ttww Awfm+ra sva 'u+AMa Iaaa' f10fI AAI>m-A"4'1 o VO Il11A"ml I ICIYyy//! 6[ YAI tAAOCia e L1m= III w Y Y SEE SHEET Two FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL '8*; TRACK AND JAMB DETAILS. urn i 1Qa K nc sa" m*1. A. o ucA.iL wms °0 0 R \ l INK arlvN emm CYm I= FoIIml SHEET I OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAX. STANDARD SIZE IS 42-1/2's16'. IMPACT REStSTANr GLAZING IS 21-5/a'+14-1/5% 0 Y m a IAl a Arsn lagLla mat sal w AAIDhl-lac 1Nald M.AmrarapinqSHIPLAP J06JT5. - 1I DENSITY POLYSTYRENE FOAM INSULATION 1-3/ 1 6- THICK WRIT VINYL NNRCELL BACKER QNSULATED MODELS ONLY) 25 CA. MIN. CALV. STEEL SIGN WITH A BAKED -ON PRIMER. AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. I"a ® Aa[tA A (f® e{ meN le0 i0I 111 LLIAl01 AAO 1Alfam ApP A7mPa AI tt "oADI AINIi esA Qafnasliw.AolaAuseso oa (A4ID or nm-IN soA i rrwa oaAAc.a q aaAAm AUYIL D ®w f v oN " Auu"1 an ass A YNr d a1A. 4q ll IOIi ADauA¢ oo"I IOImP. w w vi wnarwaw . wwm osa a w In m Is w m tl LCN LG tC LC twl m smsa a rr n w s C Clopay 6., c ATE, uilding ProductsM NWOH u,4o om an (513) 770-MOO oao¢ a1 cwA_*. 4 Nlleb ft_n PGA®SAL 95tT JAC MWw A COMmIm AND fY® TANZ SECTION A -A 140E %Tmi I 1- 2' THICK 3' TALL U- BAR 2O GA. GALV. STEEL MW. Yl7LD STRENGTH: SO KSI L 3•r I-7/B• In 12 CA CALV. STEEL TOP ROLLER BRAGNET. EACH B IPAC7 ET ATTACKED W/(4) EET 1GALV. HINGE. EACH HINGEFASTENED TO END SRLES WITH (4) #14s5/8' SHEET METAL SCREWS AND (4) 1/4'A3/4• SELF TAPPING SCREWS. SEE VIEW 'B'. 7\ 3' TALL a 20 GA. CAM STEEL U-BARS IN A 2-1-2-1 PATTERN Q.E. TWO U-BARS ON BOTTOM SECTION, ONE U- BAR ON NOR 3 SECTION. ETC.). EACH U- BAR ATTACHED WITH (2) 1/413/4' SELF TAPPING SCREWS PER SRLE LOCATION. 13 GA GALV. STEEL BOTTOM BRAO T. ATTACHED WITH (2) I14A5/a' SHEET METAL SCREWS. ALUMINUM EXTRUSION R MM WEATHERSTRIP. DESIGN LOADS: + 24.0 PSF A -24.5 PSF TEST LOADS: +36.0 PSF t -37.0 PSF Vwmm MTIIAL ®IL I= W 4111T. 16'0'W I 16'0'H t[sawrlv4 CLASSIC AND CH RP STEEL PAN DOUBLE -CAR. 1 a'W +24/- 24.5 PSF B[WAVWO NI wh 101711 16C CS r.101 Do= IOwS ®1 A UW . or IFK.a n a e u a u Ia IAI aim a S CD0D6 1-,/I' f1II A'AZJm1 avz I UO n n MFa Iw AAxr •.eT a1V f1aR.te IIa rt fw"I'S" Oxff Ka saPlal lORnw a . ruAw MMAPrw IMMIL ..a x AAIfm 00 Ifs fSM 1810. W SHM .rn lMnamna• r axMAM M OXXFA= A6l M CA AKOua® 114%r Tuca sane M Tr COGM MM f7 M COMM"D On Y oonae lr o aOaR. 1' 06 Irvgi flc O w nAWq, y AKaoe Ko R counOelAKf Wf WT m w. "r FUM i GA a GA 0e wan DRACC . O®flnl +.. m I.Or .an roDr m awu Iw-IAI. A UQDOM OEM Dwwm g' •... i-41.1Wwm +wwe I U)-M nsmw ne/a. ana mnowavra rSs Afosv ou [nsv rrv.Mnn• s •..,, .n enfec oon rA . O r tna nI1AOC a (W MAD U Do a a +au. nc aw— / ! m u . oa ova.. um oo cu Yt 4 ryr, ilfa .fml olS IIMPACf RESISTANT / ASSEMBLY DErNLS l DIi0VAN0 1 O 171 1 •A SECTION B- B (IMPACT -RESISTANT GIA71NG OP71ONI aa C o. cfr.a RwfuK Is+ YL1f1IMaZ wa tao b•1ry roort. de.m .wt Ao rs+Ma4 amP.M.r. w.ar rAooc arum II fOio wo -A). ova N=.r' aw raarla awaxmo, m nue colas t tar 04 M • Y+' .. Koo MOKt tEe.3 m•m r1olr rMrK • o,ATra M SANDARD ASSEMBLY DETNLS DRAWING 101711-B SECTION B-B ( NON -IMPACT RESISTANT GLAZING OPTION) IrA¢ Wn uv. cans 0K 0wr= wA NOTE GMT F= ff FWK 5 w•MMO LIMN r •Kr ffw¢. VM MM`W4L Ima/r fM11 IffO Sa+Err. RANDABn ASSEMBLY CONSTRUCTION: onlauc m, mK a ;dr. M,1fKA: - ArSwc OFlI0IPL Araruc aA> r0 o PLZ"'" /Pm o fw1¢ o APPA&M OM warm w AomDon wm MCAVC M Vr IOPf ASSDMY mum w I a.,w-M nm ZMMM baM nM ro Ian MMOUIVOnS or Tw nmm Wmc cow a 4fwKMTDKII nw0.0 CTLI OOI MdT M 0f7U o GEM r aZaf. GiC1e OfZ1Ama T4 rr/rs). DATE SHEET 2 OF 2 „ _ ir agiwoirc i. /. I1n , Iio, m m rADDo1 fac .v1. vl .suW wnl (s w/r n MOLL a Ter: raTfDrm n .. a aALv. IQia ems¢ Dd .P.w rytp rr, m OD M a m (q 1 a/r cads A fRim /• r mar I Y 10 Sine > IFn flLD1 f.M PM w a K.IO. r•K Attu la®m1 or me amalC aaw.cnAlu Daoas — t 1W I wmlm or Mwv®Kri or two FOR T.E Doss a 9wRTIR Aro N ACOM Ma KIN CLOWO IMACM COM FOR TM LOM Lrnm a M 0— 1= M%=- VC P. E. r01AS I MARK WESTERFIE D. Clopay ng Products M. Asor( 01DKF( i`so0 55) 770-4eooCESG@TIa1 namaa t=- TRACK CONFIGURATION ASM THE DOOR OPENING DOE$ NOT AFFECT THE TANG LOAD RATOIO OF TFOS DOOR. 4• nu o0ae AMo Iwm. UR TOP BRACKET 13 G CAIY, em nAC IM—EM DODME NORRDNrAL Vw rxstoory KIOI AKS .KI.1 TRACK p y1S'n-S/r .M u/ aaKK wxnTle rRAa E .orr omoN fi Y cay. Srm nrOL 1, r L I 94a0@ OO• p m. S-1/ in2 CA O V. om Nva WVDML ie6 (4) nxx rMOna ra MX SIO'gS k 7 C''All o 0.0 MLfiw= no"= AW fac w TY. f-1/ Yn7 oti titr TRla nTMai fwAc mt r Dr m it a MRt n1MIIJ. YO 11Uac 8 Na ro D® arc ra IaMI am Q 1' I a- M.M. G Na A OM®faSAwAt r•C6 IOR LOU wTAOFI= L r DESIGN LOADS: +24.0 PSF A -245 PSF TEST LOADS: +36.0 PSF t -37. 0 PSF man UM C PAN-2F153 "0mD ° KAmc KAc W 4 16'0' W . 16'0' H 1/3/97 OC"C"I.TID" CLASSIC AND CH RP STEEL PAN m JAC DOUBLE -CAR, 16W +24/-24. 5 PSF K[0 n Mvry B 'RA"vo 14 101711 BC Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?paranl=wdE- VX... ProfessionalBusiness & r SCIS Home i Lag In I User Registration I Hot Topic Submit Surcharge i Slats & Facts i Publications i FBC star i Bcis site Map I links i searchdPI FI rida USER - Product Approval Pubk User rt:. rr gAyct Aoraovel Menu > Product or App Akgn sear p > Pp Wp_Q9 L _% > Appration Detail FL # FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence or Product Standards Certified By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd. com Brent Sitlinger bsitlinger@mlwd. com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/ WDMA/CSA 101/I.S.2/A440 AAMA/ WDMA/CSA 101/I.S.2/A440 Method 1 Option A Year 2011 2008 2011 I of 4 4/13/2018, 7:05 AM Florida Juilding Code Online https://www.floridabuilding.org/pr/pr_upp_dtl.aspx?param=wGEVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of ProductsT ^ FL it Model, Number or Name 117499.1 185 SH O1115/2018 01/15/2018 O1/21/2018 I1 Limits of Use f Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be bedded In Pecora 896 sealant. 17499.2 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 I 17499.3 -_ 185 SH -- -- Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60* 17499.4 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R-PG60* Description 36x84 Fln/Flange Frame 1G/SG Impact Single Hung _ _ - Certification Agency Certificate FL17499 R3_C CAC MI WLn&lQws - 185 SH (Fin) Impact s,L FL 17499 R3 C CAC MI Win w5 185 SH (Fin) Ifnpact (5) i)one.p f FL17449 R3 CAC MI Windows 185 SH (Flan-ge) Imt)act a.pdf FL17499 R3 GCAC h1l WmAp-w.5- 185 SH FI rlge) IMPPq U pdr Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 Ir o$=Q2 4SB p-df Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321E-3,pdf Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL17499 R3 C CAC APCC1336,-E1726.01-1Q2-4 .:RQ185 i SH(FLG waiver).ndfFL17499R3CCAC MI Windows - )85 SH (Fin).(ll),p9f FI-17492_ R3 C CAC MI Windows - 185 SH Fin _(12),pdf FL17499 R3 C CAC MI Widows - 185 SfLF angc) Iflu- P f Quality Assurance Contract Expiration Date 10/ 08/2018 Installation Instructions FL17499 R3 ll OS-02549B_pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports I Created R3 de 5133278 i pdf— ll Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL174 _ R3 C CA APC(1336 E172Q_03 109 47 RO 185 SH ( FLG waiv Qdf FL17499 R3 C CAC MI Windows - 185 SH (f!n)_ 13 ,pdf LL7499 R3 C CAC MI Windows - 185 SH (Flff )_(14). d FL17499 R3 C CACTI Windows 185 SH (Flange) 1l pdf Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions FL17499 R3 11 08 0255QB,pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513328E S.pdf Created by Independent Third Party: Yes 3601 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate — FL17499 R3 C CAC APC_H0462.01-109-47-RO 185 SH Q425221adf Quality Assurance Contract Expiration Date 04/ 25/2022 Installation Instructions 2 of 4 4/13/2018, 7:05 AM Florida Building Code Online I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... 17499.5 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded In Pecora 896 sealant. 17499.E 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure- +60/-60 Other: R-PG60 17499.7 1185 Triple SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other. R-PG50' 117499.8 185 Twin SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 FL1749 R3 11 08-03163.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports LFL17499 R3 AE 514082.-pdf Created by Independent Third Party_ Yes 52x72 Fin/Flange Frame IG/SG Impact Single Hung Certificatlon Agency Certificate FL17499 R3 C CAC MI Windows - 185 571 (Fin)Impact 2).odf EL17499 R3 C CAC MI Windows 185 SH F n) Imp U112 f FL17499 R3 C CAC Ml Windows 185 $ Flan e) Impact L2).pdf FL17499 R3 C CAC Mt Windows 185 SH (Flange) Impact M5 pdf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL 499 3 II 08-02544B-I.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513320B-' pdf Created by Independent Third Party: Yes 52xB4 Fin/Flange Frame IG/SG Single Hung — Certification Agency Certificate FLi7,t29 R3__C CA1C_APC(3362)E1725,Ql:.jL q-RO_185 SH(ELG warn r _$IG 1 8A 52 1`BX 4 R60{1909181pdf FLL17499 113 C C& Windows 185 $H Fin)_(lQ).pdf W 14 —9! L R3 C CAC MI-Wmd41v_s _185 SH A IFin)_(9j,pdf FL17499 R3 C CAC Mj_Wlndows_i85 SH (Elanoe1L9),ptif Quality Assurance Contract Expiration Date 1 10/09/2018 Installation Instructions ` FL17499 R3 H Q8_0254613-2t f Verified By: Luis R Lomas PE 62514 I Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 51332Z8_2,pdf Created by Independent Third Party: Yes 11102 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung 1 Certification Agency Certificate F_L1 3 CSC_ t l Windowsi18.5_9H Triple_(Ein) t3)•.Pdf FL17499 RLg_CAC MI tiYindO_ 185 SH Tnpje Fln 4).pdf FL17499 R3C_-CAC ML WjOdow - 185 5H Tripp(Flangg) 3), pdf ELI499- 13_C_CAC_UI windows=l_85_5F11'PIPJ11A An el 14LPdj Quality Assurance Contract Expiration Date 10/ 20/2018 Installation Instructions FL1749y R3 1I_08_025A8B.ppf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FU?- 4 9 R3 A- E 5WZ3 LQ-6.o 1Lf Created by Independent Third Party: Yes 106x72 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/ SG Single Hung Certification Agency Certificate FL17499 R3 C G,q_C MI Windows - ]85 SH -11n1n Fin 3,, pdf FL17499 C CAC MI Windows=185 SH lWln_ Fln 4), pdf FL174, 99 R0 C31Pdf 3 oN 4/13/2018, 7:05 AM Florida Building Code Online litips://www.floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVX... FI 174, 99 R3 C CAC MI Wlndotvs 185 $H Twin (Flanggl 4)•jp f Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 If 08-02547B 7.pf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL174 2_R3_AE 513323E-7 pdf Created by Independent Third Party: Yes Back neat COM4313 Us :: 21501 &T Stone Road. Talandssee FL 32399 Phone: 850-48. 7-1 24 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 Stale of Fbri& :: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. R you do not ward your e-mal address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. ff you have any questions, Please Contact 850.487 1395. -Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. it you do not wish to supply a personal address, please provide the Department with an email address whlch can be made available to the public. To determine d you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 2— j [tot nCZaV Credit Card Safe 4 of 4 4/ 13/2018, 7:05 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3. IX BUCK OVER MASONRY/CONCRETE IS CPTIONAL. 4. WHCRE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY DE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 5. WHERE 1X BUCK IS NOT USED DISSIMILAR, MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF CCATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16.. OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/a' 9. SHIMS SHALL BE LOCATED. APPUED AND MADE FROM MATERIALS .AND THICKNESS CAPABLE OF SUSTAINING APPUCABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14 FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/ a" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ROASION! I REV I DOCRIPTION I DATE I APPROVED A REVISED ANCHOR SPACING h CHARTS 07/11/16 R.L B REVISED GLASS 10/02/17, R.L. 15.FOR ANCHORING THROUGH FRAME INIO WOOD FRAMING OR 2X BUCK USE 1110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS W1111 SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE # 10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. id. ALL FASTENERS TO BE CORROSION RESISTANT. 19 INSTALLATION ANCHORS SHALL BE INSTALLED IN .ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI C. MASONRY- HOLLOW/FILLED BLOCK PER ASTM C90 WITH Frn=2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048) FY=33KSI/FU=52KSI OR ALUMINUM 6063-TS FU=3OKSI .048" THICK MINIMUM I TABLE OF CONTENTS SHEET NC.I DESCRIPTION 1 I NOTES L2 3 ELEVATIONS a - t0 INSTALLATION DETAILS 11 COMPONENTS SIGNED: 1211412017 MI DEDOOR LLC IILI0/ i6soWINDOWSMAE,T Sly GRATZ. PA 17030-0370 v •GENS 9J+% 0 51 #= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT TNOTES7o OF i'F..OR IORIDRAWN: 40. RIY 08 B R. Lomas P.E. FL No.: as as P SCALE NTS °"TE 12/29/14 50n549 OF 17 L ROBERTO LOADS PALuis 1432 WOODFORO RD LEWISVILLE. NC 270M 434. 6E 4XW rtbm SoktMaspe.m 2" MAX 52' MAX FRAME WIDTH, 16" MAX O.C. -• I 16" OMAX 2.. ' AX AME GHT X f 52" MAX FRAME WIDTH 2" MAX 2" MAX 16" MAX O.C. --{ 2" MAX 2 16" OC OMAX 72" MAX FRAME HEIGHT T- rj 4 X i 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGE 6 FINLESS INSTALLATION SEE CHART Y1 FOR SL44LLER UNITS REQUIRED ANCHORS SEE CHART MI FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2' 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2'. HARDWARE SCHEDULE LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL KLE BALANCE AT JAMBS RENSIONS REV DESCRPTON OATS APPaOK_0 A REVISED AnCHOR SPACING & CHARTSHili I 1/ia H.L. B I RMSED CLASS 1 10/02/17 1 R.L. CHART#I Number of anchor locations required Frame Frame Width In Height 16.ODJamb 24.00 30.00 36.00 42.00 48.00 52.00 In) Hand Hand Jamb Head I Jamb Head Jamb Head I Jamb Had Jamb Head Jamb 24.00 2 1 3 3 3 3 1 3 3 3 4 1 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 1 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 1 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 q 4 3 4 3 4 3 4 4 425353535452jw253535354545452535353545454526363636464646 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE k FINLESS ELEVATIONS DRAWN. DLvC NO. N.C. 08-02549 scv.E NTS 12/29/14 ISKM2 OF 11 L. ROBERTO LOWS P.E. 1432 WOODFORD RD LEWSVILLE. NC 27023 4-U-M-OW9 r0omt Vftw upe.mm SIGNED. 1211412017 0,//, qip jr. O7ATE 61261 OF ;I - jP40RI • N't" G`` Luis R. Lomas P.E. FL No.: 62514 52 MAX FRAME WIDTH / 52" MAX FRAME WIDTH - 2" MAX {-} 10" MAX O.C. 2" MAX 2" MAX 10 MAX O.C. I 10" 10" MAX O.C. O MAX O.C. O I 72" / 72" 7 MAX MAX FRAME FRAME HEIGHT / HEIGHT / X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTALLATION FIN INSTALLATION SEE CHART 02 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: 1. MAXIMUM SASH SIZE. 51" X 36". 2. MAXIMUM SASH D.L.U.: 47 5/8" X 32 1/2 3. MAXIMUM FIXED D L.O.: 49 3/8• X 32 i/2". METAL SWEEP LOCK AT (17 FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS REV6iONS REV OESCN6Ra1N LATE I APPROVED A I REVISED ANCHOR SP.CING & CHARTS D7/I 1/le R.L. 2" ,MAX fi REVISED GLASS 10/02/1: R.L CHART #2 Number of anchor locations required Frame Frame Width in Height 18.00 24.00 30.00 1 36.00 41W 48.00 52.00 on) H d S IJamb HAS IJamb HAS Jamb HAS Jamb Jamb HAS Jamb HAS Jamb 24.00 3 3 3 3 4 3 5 3 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 4 6 4 6 4 3&00 3 5 3 5 4 5 5 5 I& S 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 6 5 6 5 48.00 3 6 3 6 4 6 5 6 6 6 6 6 6 54.00 3 6 3 6 4 6 5 8 6 8 6 8 8 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 05.00 3 8 3 8 4 8 5 8 5 B 6 8 6 8 72.00 3 8 1 3 1 8 4 1 8 1 5 8 5 1 B 1 6 1 8 6 8 SIGNED: 1211412017 MI WINoWS$ LLCDET IIL f% 650MA STREET 51a GRATZ, PA 17030-0370 Z *• 1 0, 61251 SERIES185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON -IMPACT FIN ELEVATIONS oO,• y'TAT OF • ` i'° FS °[pR DRAwN: o. 7REV 08 B 0111IIAI110?\`\\ Luis R. Lomas P.E. UaFLNo.: 6 514 su E NTS DATE 12/29/ 14 SHEET9 3OF 111L. ROBERTO LCY. 43 RE 14,1 WOODFORD RD LEW7SVILLE. NC 27ma 434-688-0609 fmniese amasDe•LORI REVISIONS F' 1/2" MIN REV DESCRIPTION DATE APPROVED I EDGE DISTANCE A REVISED ANCHOR SPACING do CHARTS 07/11/IE R.L WOOD FRAMING I 1 D RMSED GLASS 10/02,117 RL OR 2X BUCK BY OTHERS 1 1/4" MIN. EM BEDMENT I BACKER ROD 1/4" MAX. SEALANT I _) k APPROVED SHIM SPACE 1 1/4" MIN. II III ` #10 WOOD SCREWY F.MREDMENT 1 1/2" INTERIOR_ MIN EDGE DISTANCE 610 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD k APPROVED SEALANT WOOD FRAMING OR 2X. BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VOOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIORkAPPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 12/14J2017 MI WINDOWS AND DOORS, LLC W1111111III/ i 650 WEST MARKET STREET J S !' C04f GRATZ, PA 17030-0370 GENSF,d' 0 95 # SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT r(Fk FLANGE INSTALLATION DETAILS', STATE OF i'cF-''t0R1Dt G\'La\ DRAWN: OwG 40, REv 08 9 Luis R. Lomas P.E. saLE NTS DA'' 12/29/1 A SOEE154OF11 L ROBERTO LOU4S P.E. 7432 WOODFORD RD LEWNSVILLE NC 27023 434.686. OWY dAWWS&hmbSMC n FL Na.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT F— 1/2" MIN F7 EDGE DISTANCE 1/4" MAX. SHIM SPACE REVWNS REY DESCRIPf10V DATE .I,wm REVISED ANCHOR SPACING N CHARTS 07/11/IS R.L B I REVISCO GLASS + 10/02/ 17 R L. 1/4" MAX. SHIM SPACE jlt0 SMS OR SELF DRILLING SCREW tf i O SMS OR INTERIORINTERIORSELFDRILLING SCREWS MIN. EDGE DISTANCE I EXTERIOR METAL EXTERIOR STRUCTURE BACKER ROOIBYOTHERS APPROVED SEALANT I JAMB INSTALLATION DETAIL fd L! Irk METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT _ 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS 0RAW Ov6 NO. N.G. 1 08-02549 5'`E NTS oA'E 12/29/14 s"ET5 OF 11 L ROBERTO LOMAS AE 1 32 WOODFORD RD LE147SVILLE NC 27M3 L}tiBC-0609 Na>r rlOrrur.ovn SIGNED: 1211412017 S R I I L0 7j////, POF, TAT` pRIOP Luis R. Lomas P.E. FL No.: 62514 0 4_ 2 1/2 MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° 4" MIN. OPTIONAL 1X BUCK ° EMBEDMENT SEE NOTES 3 — 7 SHEET 1 1 a 1/4" MAX. j BACKER ROD SHIM SPACE do APPROVED SEALANT 3/16" IAPCON REVISIONS DESCMPTION Mrz I APPRDIM REVISED ANCHOR SPACING h CHARTS 07/11/16 RL. REVISED GLASS 10/02/17 R.L. 1 1/4" MIN EMBEDMENT CONCRETE/MASONRY 1/4" MAX. BY OTHERS SHIM SPACE c 3/16" TAPCON .a a INTERIOR 2 1/2' I MIN. EDGE a _ DISTANCE L_ BACKER ROD EXTERIOR k APPROVED O?TIDNAL IX BUCK J SEALANT SEE NOTES 3 — 7 SHEET I JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION LLQN SILL TO BE SET IN A BCD OF NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BACKER ROD APPROVED NOT SHOWN FOR CLARITY. k APPROVED STRUCTURAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT lr SEALANT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 OPTIONAL IX BUCK 1/4" MAX. MI WINDOWS AND DOORS, LLC 1111IIIrII//YSEENOTE3— 7 i SHIM 5PACE 6GRATZ,50 SPA A17030 STREETRKET0370 5 R L O SHEET t NGENSE - y CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW D 5 +t BY OTHERS 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS o TATt- OF :: DRAWN. OWC 7 REV fie CORiID c a N G. 08 B z*/"'/ QIVAi`E G\ oA1< sNTst549NTS12/29/14 6 OF 11 VERTICAL CROSS SECTION Luis R. Lomas P.E. CONCRETEIMASONR Y INS TALLA T70N 1432WOODFORDRDLEK7SVILLENG1703 r No.: 625144-U-66 - m d1offaw,k1unfivecam WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS i /2" MIN EDGE DISTANCE 1 /4" MAX. 3HHIIM SPACE J10 WOOD SCREW R SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Elf 12 1 1/4" MIN EMBEDMENT 1 1/2" MIN EDGE DISTANCE I H10 WOOD SCREW REVISIONS OESCRIPMN ( DATE I APPRDVM REVISED ANCHOR SPACING & CHARTS 107/11/16 R.L. REVISED CLASS 110/02/17 R! 1/4" MAX. SHIM SPACE W%4001 1 WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 11111II/jj 650 WEST MARKET STREET g R. Lp i E NSAGRATZ, PA 17030-0370 G 9J+' p51 #= SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS OTAT,` DRAWN. D+rc Na. REV OS 579 B ONAj1Ea\, Luis R. Lomas P.E. FL No.: 6251A MILE NTS DATE 12/29/14 s OF 11 L ROBERTO LOUAS P.E. IIS211000 7RORDLEWISVILLE.NC27023 IJ--0EE.OEOf rdw=Vblortr aorrl 0 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER R 6c APPROV SEALA MET STRUCTU BY OTHE 1/2' MIN EDGE DISTANCE 1/4- MAX. SHIM SPACE W.. — OR SELF DRILLING SCREW R VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EV 12 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX SHIM SPACE REV510VS DESCRIPTION DAZE I PPROV D REVISED ANC40R SPACING At CHARTS 07/1 I/16 R.L REVISED CLASS 10/02/17 PL. 1/4" MAX. SHIM SPACE 10 SMS OR INTERIOR SELF DRILLING SCREWS T_ 1/2" MIN. EDGE DISTANCE 1 EXTERIOR METAL BACKER ROD STRUCTURE k APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS DRAWN: DWD NO. N.G. 08-02549 sWt NTS I DATE 12/29/14 1 SHEET 8 OF 11 L RORERTO LOMAS P E. 1432 Nt000FORD RD LEWISVAJ E. NC 27023 434-M-0$09 dbnxc96l*.M .am SIGNED: 1211412017 IRIII1C10 GENS D,,6951 T((,,AT**E O F : w c ORIOP-A, it Ii///Sjs ONA j1 aV` Luis R. Lomas P.E. FL No.: 62514 2 i/2" .MIN. EDGE DISTANCE CONCRETE/MASONRY T BY OTHERS ° a OPTIONAL IX BUCK • • • ° 1 1 /4" MIN. SEE NOTES 3 - 7 ° EMBEDMENT SHEET 1 t 1/4" MAX BACKER ROD SHIM SPACE do APPROVED SEALANT . 3/16- TAPCON i 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16• TAPCON 2 1/2" MIN. EDGE DISTANCE i REv610n5 DESCRIPTION OA7E APPROVED REVISED ANCHOR SPACING s CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L. OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET I 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION SILL TO BE SET BACKER R00 IN A BED OF APPROVED NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. APPROVED SEALANT STRUCTURAL NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL IX BUCK 1 /q" MAX DESIGNED INACCORDANCE WITHASTM E2112 SIGNED: 72/14/2017SEENOTE3 - 7 SHIM SPACE SHEET 1 MI WINDOWS AND DOORS, LLC 1111111'II/, CONCREE/MASONRY 650 WEST MARKET STREET NS\ :. . f A GRATZ, PA 17030-0370 v v\GEN&'- p BY OTHERS a SERIES 185 ALUMINUM SINGLE HUNG WINDOW52" X 72" NON -IMPACT ro— FINLESS INSTALLATION DETAILS p , TAT , a OAA,. ko 4a DRAWN Dw0 N0. R!V R . S tQRIOo: •G\\ D8SOEE799 B NAl1E?\ VERTICAL CROSS SECTION SGG!NTS GATE 12/29/14 OF 11 CONCRETEIMASONRY INSTALLATION L ROSERTOLOMASRE 14V WOODFORD RD LEK7SVR.LE. AC: 27023 474-666.0609 rLbRus@b*vnwpe corn Lule R. Lomas P.E. FL No.: as APPROVED SEALANT BEHIND FIN a 7/16" MIN pp EDGE DISTANCE m'I ITERIOR EXTERIOR/ 7/16- MIN _ EDGE DISTANCE APPROVED SEALANT BEHIND FIN i 1/4" MIN. EMBEDMENT 8 WOOD SCREW c.ilowNlu r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING r 1T 4" MAX BY OTHERS I SHIM SPACE 8 WOOD SCREW INTERIOR 1 1/4" MIN. EMBEDMENT I APPROVED SEALANT BEHIND FIN 7/16" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REvi5gy5 DESCRIPTION DATE I APPRD&D REVISED ANCMOR SPACING & C.4ARTS 07/11/16 R L REVISED GLASS 10/02/17 R L. NOTES: 1/4- MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC WOOD 650 WEST MARKET STREET 111111//,, R L 1///i E 9'p GRATZ, PA 17030-0370 y •G NSA FRAMINGBY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW ir• 0,5 * =_ 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS 0 ; STATE OF ; 4uz DRAWN: owe No. REv iO F 'cLOR1 f;••: N. G.08--0 2 549 B 9 ONA 11faaG`• DATESCAUNTS12/29/1a 10 OF 11 L ROBERTO LOMAS PC 1432 WOODFORD RD LEWISVILLE NO 27073 G9 - m-Osm ffl== flblp_".rom Luis R. Lomas P.E. FL No.: 62514 2 3/18" tL 1 3/16" FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050' THICK 2 5/ 16" —I 3 3/8" FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055' THICK 1 1 5/8- r 1 3 LOCK AAIUS 'ILE CM-18505 ALUMINUM 6063-T5.062' THICK 1" GLAZING BEAD cM•18535 RIGID PVC .05O' THICK 1 7/8" 2 3/16 FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050' THICK FINLESS FRAME SILL CM-1804 ALUMINUM 6063-T5.055' THICK 1 ?/16" 2 5/16" I L SASH 80TTOM RAIL CM-18555 ALUMINUM 6063-T5.050' THICK 1 13/8'. r 15/16" t cd Cu CTII F ALUMINUM 6063-T5.050" THICK 2 3/16" I 1 5/16' I FINLESS FRAME HEAD CM-18553 ALUMINUM 6063-T5 050' THICK 2 5/16" -1 3 3/4" J—I FIAI FC7d AAF C/1 1 ALUMINUM 6063•TS O55" THICK I LI L MEETING RAIL CM-18504 ALUMINUM 6063•T5.055" THICK 1 3/8 1--- 2 3/16" I FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-75.050' THICK 2 3/I6" —{ F_— 2 5/16" rk FIN FRAME HEAD CIO- 18508 ALUMINUM 6063-T5.050' THICK 2 3/8" 2 3/16" FIN FRAME JAMB CM-18510 ALUMINUM 6053-T5.050" THICK REv61ONS DESCRIPTION DATE APPROYEp REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L. 5/8" _ I 1/8" ANN. —{ fill 1/8" ANN. 1/8" ANN 090 PV© 8Y KURARAY METAL REINFORCED BUTYL SPACER EXTERIOR INTERIOR 1 /2" BITE SILICONE I I SEALANT SETTING BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS DRAW.: D-G W. N.G. I D8-02549 scALE NTS 10ME 12/29/14 1 SHEET 11 OF 11 L. ROBERTO LAMAS P E. IA32 V=DFORD RD LEMSVR.LE. AC 27023 434.66.0609 r0OmR4pMorrurp4.avn SIGNED: 1211412017 1R I Ll0 r,•GENSF•giP 0„62611t;*4TTAttT++ttEO F a REv ' PF• (OR10P•'''\. e A Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... 1 PBusiness & rofessional r r r4rcrr m BCIS Home I tog in , user Registrawn ; Hot Topl6 Submt Surcharge Slats a Fatts publication FBC Staff SCIS Sae Map I Unks I Search Florida Product Approval USER: Public User P_rQd= Approval Menu > Produpt or Apnllmtfpn SNr[h > >JN5JIJULLEd > Application Detail FL 4 FL15349-R10 Application Type Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsltlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Compliance Method Certificatlon Mark or listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Standard AAMA 506 AAMA/WDMA/CSA 101A.S. 2/A440 Method 1 Option A Year 2011 2008 I of 3 I I 4/13/2018, 7:21 AM Florida Building Code Online https://www. floridabu i Id ing.org/pr/pr_app_dtl.aspx?pamm=wGEVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # I Model, Number or Name 15349.1 r 185 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: CW-PG60 03/26/2018 03/26/2018 03/27/2018 Description y 73 x 72 Insulated Glass Certification Agency Certificate FL15349 R30 C CAC APC 12786,12787.pdI Quality Assurance Contract Expiration Date 04/03/2023 Installation Instructions FL15349 RIO 11 08-02357B.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R30 AE 513124B.odf Created by Independent Third Party: Yes 15349.2 185 PW 1 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No I FL15349 R10 C CAC APC 15350.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 I Installation Instructions Other: R-PG55 FL15349 R10 II 08-02949.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 513783.odf Created by Independent Third Party: Yes — ---- 15349.3 1 185 PW Impact x 72 Insulated Laminated Glass _--_ Limits of Use 172Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10 C CAC APC 15454_pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 106/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R10 11 08-02948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Sanex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded In Pecora 896 silicone with 5/8" glass bite. I Evaluation Reports FL15349 R10 AE 513782.pdf Created by Independent Third Party: Yes 15349.4 185 PW Impact 1159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1 FL15349 R10 C CAC APC 8272.odf Approved for use outside HVHZ: Yes I FL15349 R10 C CAC APC 8273.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" annealed FL15349 R10 H 08-01614B.pdf 0.090 Solutia PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto Lomas 62514 Pecora 696 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports iFL15349 R10 AE 512278B.pdfCreatedbyIndependentThirdParty: Yes 15349.5 — -5185 PW Impact — Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" annealed exterior - spacer - 5/32" annealed / 0.100 Solutia Sanex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 96 x 60 Insulated Laminated Glass Certification Agency Certificate FL15349 R10 C CAC APC 7962.pdF Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FL15349 R10 11 08_01613B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 2 of 3 4/13/2018, 7:21 AM Florida Building Code Online https://www. floridabuilding.org/pr/pi_app_dti.aspx?param=vG EVX... FL15349 R10 AE 512277B.Odf Created by Independent Third Party: Yes 9adl Nett Contact Us :: 2601 Bair Stone Road. TaOahassee FL 32399 Phone: SSn-487-1824 . The State of Flonda s an WEED employer. Copyright 2007-2013 State of Florida. :: Privacy Statement:: AomsiAty Statement :: Retund Statement Under Florida cow, emai addresses are public records. U you do not Ham your e-mal address released in response to a pubic -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have arty questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address F they have one. The emals provided may be used for officlal communication with the licensee. However emal addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click i=L. Product Approval Accepts: Mir LMML-i® ® Credit Card Safe 3 of 3 4/13/2018, 7:21 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS OESCAIPRON DATE APPROVED REVISED INSTALLATION DETAILS O6/01/15 R.L REVISED NAME AND ADDRESS 1 10/27/15 R.L 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU-52KSI OR ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 - 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 111111'i,,, GRATZ, PA 17030 E NG SF "p 0,.8r251SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON -IMPACT y a_ NOTES ED , TAT OF 0i.P''cC O RID?- DRAWW DWO NO. REV 08-02-357 8 s$'/ONA j1El1G\ Lu13 R. Lomas P.E. FL No.: 62514 uut a1ENTS 09/03/14 1 OF 12 L ROBERrOLaA4SP.E 14M WOODFORD RD LEWISVIUE. NO 27021 13I.ASB-060 rLfwr ktn ".m REVISIONS 72 1/2' MAX FRAME WIDTH f3Y DFSCPoPnON a41E APPROVED 6' MAX 18" MAX O.C. 6" MAX NOTES: A REVISED INSTALLATION DETAILS 06/07/73 R L. 1. MAXIMUMD.L.O.. 69314'X683r4' B REVISED NAA1E AND ADDRESS 10/27/16 R.L 1— CHART x1 18" Number of anchors required (without rigid fillers) MAX O.C. Promo hams width (I.) Wight 24.00 XOO 31.00 1 42.00 4L00 54.00 60.60 6440 7250 I") His mD HAS m0 HAS amb HAS Jamb HAS amb HAS mb HAS mb HAS mb HAS m0 24,00 2 2 2 2 2 3 2 J 2 4 2 4 2 4 2 5 2 Jade 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 71 1/ 2' 31.00 2 3 2 3 J 3 3 3 3 3 4 3 4 5 3 S 3 MAX 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 1 e 3 FRAME 41.00 2 3 2 3 3 3 3 7 s 3 6 J 6 3 HEIGHT 54.00 2 4 2 4 3 4 3 4 3 4 1 1 5 6 4 7 4 00 10.00 2 4 2 4 3 4 3 5 S 4 5 5 5 6 5 7 5 MOO 2 4 2 4 5 3 5 3 e 4 6 5 6 e 6 7 6 71.W 2 5 2 5 3 5 3 6 3 6 4 7 5 7 6 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW y1 k 12 EXTERIOR VIEW CHART72 FOR NUMBER OF ANCHORS REQUIRED Number of anchors required (wHh rigid fillers) 72 1/2' MAX FRAME WIDTH ka,,,a From• width (in) 6' MAX 18" MAX O.C. Wight 24.00 30.00 3LOO 42.00 4A00 54.00 60.00 46d0 72.50 6" MAX tIn) HAS amb HAS amb HAS Jambi HAS Jamb HAS Pambi HAS Pamb HAS Jamb HAS amb HAS Jamb 24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 A 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 3100 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 6• I56X 2.00 2 3 2 J 3 3 3 3 3 4 1 4 1 S 4A.00 2 3 2 3 3 3 3 3 4 3 I 3 1 3 S 3 54.00 2 4 2 4 3 4 3 a 4 1 4 4 4Leo.00 2 1 2 1 3 1 3 4 34 4 4 1 4 4F711/2' t8' 66.00 2 1 2 1 3 4 3 4 4 1 47}.60 MAX MAX O.C. 2 5 2 S 5 3 5 4 5 4 5 1 S S 5 FRAME I SEE SHEETS 4.7 FOR INSTALLATfON DETAILS HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 do #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FLANGE do FINLESS ELEVATION R CHARTS DRAWN: DWC N0. J.L. 08-02357 SCKL NTS I DATE 09/03/14 1 S"v2 OF 12 L. ROBERTO LOMAS P.E. i4J2 WDODFORD RD LENISW.L& /SIG 27023 434-655,W9 r00mss@01omaspwcvn SIGNED: 1111512016 R I I LlO o pTAT SEOF ; + c(ORM" Luis R. Lomas P.E. FL No.: 62514 71 FE r HE 6' MAX j 72 1/2- MAX FRAME WIDTH 18" MAX O.C. 6- I I I MAX I L 78' j MAX O.C. 1/2' LAX GHTIGH j 6" MAX REFER TO CHART g3 __-' SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH _ l6' MAX I-- 18" MAX D.C. fi" MAX 00 j 18' MAX- 1 D.C. I 71 1/2' MAX FRAME HEIGHT I REFER TO CHART #3 — FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 69 34' X 58 374' REVISIONS REV OESCRIPIION DATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L B REVISED NAME AND ADDRESS 10/27/16 R.L CHART A3 Number of anchor required n Installation Frame Frame width (In) H.Ight t4.00 30.00 Ja.00 42.00 41.00 84.00 e0.00 00.00 72.50 IIn) HAS mD H, 0mb HAS Pmb HAS komb NLS Jamb HIS jJ2nlb HAS pambf HAS Pamb HIS Jamb 24.60 3 3 3 3 3 3 4 1 3 4 3 4 3 S 3 S 3 0 3 JO.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 a 3 3e.00 S 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 a 3 42.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 0 4 48.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 a 4 54.W 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 a 4 00.00 S 3 5 3 5 4 5 4 5 4 5 5 5 5 5 e 5 01.00 3 5 3 S 3 5 4 S 4 1S 4 5 5 S 5 S a 5 71.SO 3 a 3 a 7 a 4 a 4 a 4 0 5 e s e 0 0- SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FIN ELEVATION & CHART DRAWN: 7 NO. J.L. 08-02357 r4z NTS I DATE 09/03/14 1 51UT3 OF 12 L R06EM0 [GYMS P.E t432 W000FORD RO LEWISVILLE, NO 27023 434-OM-0609 AA3masoft nm v mm SIGNED: 1111512016 v E& 2NSFgiP i TAT 5EOF i7S ONA j 1E\\` Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 1/4' MIN. OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS BY OTHERS 1 1/ BACKER ROD SHIM SPACE BACKER ROD APPROVED APPROVED SEALANT SEAI ANT 10 WOOD SCREW EXTERIOR EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD BACKER ROD — APPROVED 1/4" MAX. APPROVED SEALANT I, SHIM SPACE SEALANT WOOD FRAMING I MIN. 6 META OR 2X BUCK EMBEDMENT SIRUCTURE BY OTHERS BY OTHERS 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 3/4 MIN EDGE DISTANCE 1/4" MAX.. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX. I SHIM SPACE 3/4" L71N EDGE DISTANCE METAL STRUCTURE INSTALLATION RFNSiONi REY DESCRIPTION OATE APPROVED A REVISED INSIALLATION DETAILS 06/O1/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 F2 1 1/4" MIN. EMBN7 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE tE D MIN. EDGE DISTANCE I sE D MIN, EDGE DISTANCE INTERIOR SIGNED: 1111512016 INTERIOR I MI WINDOWS AND DOORS, LLC 11Loi,,// 650 W. MARKET ST. Sla 1! / p10 w000 10 SMS OR GRATZ, PA 17030 GEN$F9J+ SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT 5SCREWSWOODl::;0;4TAiFRAMING OR 2X BUCKMETAL i EXTERIOR EXTERIOR FINLESS INSTALLATION DETAILS WITHOUT FILLERS OF BY OTHERS BACKER ROD STRUCTURE BY OTHERS BACKER ROD DRAM' DUL NO REv X' i F • ORI P G\2\ APPROVED SEALANT APPROVED SEALANT O8 B SCALE 502357 QNAiI`\\\ JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL NTS 09/03/14 4 OF 12 WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION L. ROBERTO IOMAS PE Luis R. Lomas P.E. 14n WOODFORD RD LEMSVILLE. NC 27= FL No.: 62514434-6M 0809 Mwnaa@donmp#.= lw REVSIONS REV OESCRIPtION GATE APPROVED 2 1/2 MIN. A RLVIS£D INSTALLATION DETAILS O6/Ot/75 RL. EDGE DISIANCE B REVISED NAME AND ADDRESS 1 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS •• I 1 1/4" MIN. OPTIONAL 1X BUCK 1 1/4" MIN. a EMBEDMENT EMBEDMENT SEE NOTES 3 — 7 SHEET 1 I f CONCRETE/MASONRY a BACKER ROD J 1/4" MA1. _ BY OTHERS 1/4' MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL IX BUCK a SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16- TAPCON I BACKER R00 de APPROVED SEALANT 1/4• MAX. 2 1/2- OPTIONAL 1X BUCK r SHIM SPACE MIN, SEE NOTE 3 - 7 i EDGE EXTERIORSHEETIDISTANCE 1 BACKER ROD CONCRETE/MASONRY APPROVED BY OTHERS n . 1 1/A•' MIN. SEALANT a EMBEDMENT JAMB INSTALLATION DETAIL T CONCRETEA"SONRYINSTALLATION 1 I a • 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. Y1111111II/,7j J g R C 0M9EN$FGRATZ. PA 17030 YC .LP NOTES: SERIES 185 ALUMINUM FIXED WINDOW 0,.6 2 5y1' 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, 73" X 72" NON -IMPACT NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS p , SSTATE OF 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0 • CORLOAG•\ DESIGNED IN ACCORDANCE WITHASTM E2112 DRAWN; 7N0'+O. REV 08 B FsO/DNAJ. 50 21357 j1E``\ L. oA1cNTS 09/03/14 5 OF 12 L. ROBERTO LOMAS P.E. LUIS R. LOTOS P.E. 1432 WOODFORO RD LEWTSVILLE. NC 27023 FL No.: 62514 434-06-0609 Non1a ghtmMW.= WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGF_ DISTANCE 1 1/4" MIN. METAL T EMBEDMENT UCTURE BYOTHERS 1/ 4" MAX. BACKER ROD SHIM SPACE BACKER ROD k APPROVED SEALANT RIGID FILLER k APPROVED SEALANT 10 WOOD SCREW EXTERIOR EXTERIOR 11Y/ Cnwn R10 WOOD SCREW RIGID FILLER BACKER ROD BACKER ROD — k APPROVED t 4" MAX. k APPROVED SEALANT SHIM SPACE SEALANT WOOD FRAMING 1 1/4" MIN, METAL OR 2X BUCK STRUCTURE BY OTHERS EMBEDMENT BY OTHERS 1/ 2" MIN. EDGE DISIANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. i/4" MAX. EMBEDMENT SHIM SPACE T_ RIGID FILLER 1/ 2" MIN. EDGE DISTANCE INTERIOR 10 WOOD J SCREW WOOD FRAMING J EXTERIOR OR 2X BUCK BACKER ROD BYOTHERSk APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION L 3/4" MIN Ir EDGE DISTANCE 1/ 4" MAX SHIM SPACE F7RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 010 SMS OR SELF DRILLING SCREW RIGID FILLER 1/ 4" MAX. SHIM SPACE 3/ 4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/ 4" MAX r SHIM SPACE I I RIGID FILLER 3 EDGEE DISTANCE DINTERIOR 10 SMS OR SELF DRILLING SCREWS un EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION APPROVED A REVISED INSTALLATION DETAILS 0-3/01/15 R.L I B REVISED NAME AND ADDRESS 10/27/16 R.I. NOTFS: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 I2 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLCit ST., J\ 6GRATZ, L EN O' 4,+ PAR1030KET r _ 0 625 *= SERIES185ALUMINUMFIXEDWINDOW*• 73" X 72" NON —IMPACT y FINLESS INSTALLATION DETAILS WITH RIGID FILLERS E pTATOF • `Jr i s DRIO? G\c`\ DRAH%i: NO - REV 708BLuis R. Lomos P.E. SCALE NTS DATE 09/03/14 5i 67 OF 12 L ROSERTO LOWS P.E. 1432 WOODFORD RD LEWSVILLF_ NC 270M FL No.: 62514 13/dE0-0E09 1ROrtus1L10m pv o nEVlsrcvs REV DESCRIPTION TNT[ .-PR0VE0 2 i/2" MIN. n REVISED INSTALLTICN DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 RL. CONCRETE/MASONRY BY OTIICRS 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1 X BUCK EMBEDMENT SEE NOTES 3 — 7 SHECT 1 I1 I CONCRETE/MASONRY BACKER ROD 1/4" MAX. J BY OTHERS 1/4" MAX. do APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIRIGIDONOTESNALIX3BUL7FILLERSEE RIGID FILLERSHEET1 3/1fi" TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON LBACKERRODT___ APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2" I OPTIONAL IX BUCK r SHIM SPACE MIN. SEE NOTE 3 — 7 I EDGE SHEET I I DISTANCE EXTERIOR CONCRETE/MASCNRY BACKER RCO PROVEDASEALP BY OTHERS n 1 1/4" MIN. NT n EMBEDMENT JAMB INSTALLATION DETAIL 1 —'• • CONCRETEaAASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLAT70N SIGNED: 1111512016 NOTES. 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. MI WINDOWS MARKET DOORS, LLC650W. GRATZ, PA 17030 GENo,- p 0y6L251 * SERIES 185 ALUMINUM FIXED WINDOW NOT SHOWN FOR CLARITY. 73" X 72" NON —IMPACT v 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E27 12 FINLESS INSTALLATION DETAILS WITH RIGID FILLERS$$$TAT OF lill11 ` ORhxN avc No. 08 57 vexjO[OR10P BS02soula.TENTS 09/03/14 7 OF 12 L ROEERTO LOMAS P.E. 143z W0 DFORDRDLEWSVILLENC2702J Ur-M-0609 rfi=&SG bnmW.c= Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN t EDGE DISTANCE 1 1/4" MIN. F EMBEDMENT 1 1 I 1/4" MAX. SHIM SPACE 10 WOOD SCREW EXTERIOR INTERIOR J10 WOOD SCREW RIGID FILLER BACKER ROD fi APPROVED SEALANT 1/4-' MAX. BEHIND -LANCE r SHIM SPACE WOOD FRAMING OR 2X BUCK EMBEDMENTBYOTHERS T 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION t r 3/h" MINMETAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR 1/4" MAX. SHIM SPACE 10 SMS OR LF DRILLING REV/ INTERIOR 10 SMS OR SELF DRILLING SCRBY BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE - — 1/4- MAX. SHIM SPACE METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION RENSIONS REV DESCRIPTION APPROVED A REVISED INSIALLATION DETAILS OE/O1/15 R,L B REVISED NAME AND ADDRESS 1 ID/77/16 IR.I. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. 1 1/4" MIN, 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE1 T I F 1/2" MIN. 3/4- MIN. INTERIOR EDGE DISTANCEEDGE DISTANCE SIGNED: 1111512016 INTERIOR MI WINDOWS AND DOORS, LLC 71111111++I, 650 W. MARKET ST. L. 10 WOOD 10 SMS OR GRATZ. PA 17030 J\? GENSF 9U, SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW 0 5 +t = SCREWS u 73" X 72" NON —IMPACT t400D FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS TAT OF BY OTHERS STRUCTURE DRMIN: DUO ZO. REV i' NCO 1D •• R• BACKER ROD & APPROVEDSEALANT BY OTHERS BACKER ROD & EALANT J. L. 08 B i Es; . , BEHIND FLANGE BEHIND FLANGE Sm' NTS DATE 09/03/14 sHro 87 OF 12 OIIIA ITI?\\\\ JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. RWERTZ)LOYASP.E. Luis R. Lomas P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION I472 WODDFORD RD LEWISVLUE. NC270M FL No.: 62514 47r488-0809 r0amm[1+btawsre com REVISICHS REV DESCRIPTION DALE APPROVED 2 1/2- M-N. A REVISED INSrALLAi10N DETAILS 06/01/15 R.I. EDGE DISTANCE B REVISED NAME AND ACDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS a OPTIONAL tX'BUCK a a• a EMBEDMENT 1 1 /4'" MIN. EMBEDMENT SEE NOTES 3 — 7 SHEET t I } 1 CONCRETE/MASONRY BACKER ROD k t/4" MAX, BY OTHERS L_ 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/W TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR BACKER ROD & 3/16" TAPCON I APPROVED SEALANT IBEHINDFLANGE Ij OPTIONAL 1X BUCK 1/4" MAX. 2 1/2• SEE NOTE 3 — 7 r I SHIM SPACE MIN EDGE SHEET 1 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS a 1 1/4 MIN APPROVED SEALANT a • a• ' a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL a c a ' 2 1/2• MIN. EDGE DISTANCE CONCRETEMASONRY INSTALLATION VERTICAL CROSS SECTION CONCRETEAUISONRY INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC 11LO i// oWw. MaDXGRATZ, 511 PA 17030 v •GENSFgiP NOTES., SERIES 185 ALUMINUM FIXED WINDOW 0 5 * 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, 73" X 72" NON —IMPACT NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE FLANGE INSTALLATION DETAILS WITHOUT FILLERS TAT OF DESIGNED IN ACCORDANCEWITHASTIAE21I2 DRAM., Dwc No. REv L.•'°t:QR10P• ' J.L. 08 57502wrESc'LlNTS 09/03/14 9 OF 12 LROSERTO LONAS P.E. Luis R. Loma! P.E. 1437 WOODFORD RD LPIVISVILLE. NC 27023 434-M-0609 No Svlhom me rnn FL NO.: 52514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD k APPROVED SEALANT BEHIND FLANCE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT i 1/4- MAX. SHIM SPACE RIGID FILLER YIO WOOD SCREW 3/4" MIN METAL STRUCTURE BY OTHERS BACKER ROD S APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE CID FILLER 10 SMS OR LF DRILLING REW REVISIONS REY DESCRIPTION OATS APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW DRILLINGSELF SCR W BACKER ROD k RIGID FILLER BACKER ROD d RIGID FILLER APPROVED SEALANT 1/4- MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX SHIM SPACE NOTES: WOOD FRAMING METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. OR 2X BUCK 1 1/4 MIN STRUCTURE NOT SHOWN FOR CLARITY BY OTHERS EMBEDMENT BY OTHERS 2. PERIMETER AND JOINTSEALANT BYOTHERS TOBE 1 3/ 4' MIN DESIGNED IN ACCORDANCE WITHASTME2112 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. 1 1/ 4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT r SHIM SPACE T— RIGID FILLER T-- r RIGID FILLER 3/4" MIN. INTERIOR 1/2" MIN EDGE DISTANCEMIEDGE DISTANCE SIGNED: 1111512016 INTERIOR MI WINDOWS DOORS, LLC R Illp OW. MADK9J1 k10 WOOD 10 SMS OR GRATZ. PA 17030 GEHS SCREW I SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW Z*• AD 5 Tt yym SCREWS 73" X 72" NON -IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS S A . TATE OFBY OTHERS BACKER ROD k STRUCTURE BY OTHERS BACKER ROD 3 DRAWN 0w0 NO, REV iO F ORIOP• ' ONALAPPROVED SEALANT APPROVEDSEALANT3-L. 08-02357 B BEHIND FLANGE BEHIND FLANGE ScxE NTS DAn 09/03/14 1 SHEET 10 OF 12 I11111111 0 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTOLOMASP.E Luis R. Lomas P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 14M KIOODFORO RD LEINLSVILLE NC Z70P3 FL No.: 62514 434-SM-MglV0,MSVbl0MMp9.00M CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR PACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1 % BUCK - SE'c NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2" MIN. EDGE DISTANCE a 1 1/4• MIN. a EMBE—DDMENT M 1 1/4" MIN. EMBEDMENT C 1/4' MAX. J CONCFETBY OTHHERS NRY 1/4' MAX, SHIM SPACE •v SHIM SPACE OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLER SHEET 1 3/16" TAPCON v INTERIOR 3/16" TAPCON 1 I INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX. r SHIM SPACE r c 1 1/4" MIN. a a EMBEDMENT a 2 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV .PPRCVED A REVISED INSTALLATION DETNLS 06/01/15 R.L. 3 REVISED NAME AND ADDRESS 10/27/16 R.L. I 2 1/2" MIN. v EDGE DISTANCE EXTERIOR I BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEMMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AInNDK DOORS, LLC 1R IIL/oNoyes LINTERIORAND EXTERIORFINISHES. BYOTHERS, GRATZ. PA 17030 S J••• GEN••" 9 NOT SHOWN FOR CLARITY. rc SERIES 185 ALUMINUM FIXED WINDOW 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBEOKITHyF+}$1DESIGNED INACCORDANCEHASTME21t273" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS; STATE OF 0NRa:D.08 57B swENTS are 09/ 03/14 sNLRll OF 12 LDIS R. Lomas P.E. L ROBERTO LOWSP.E. f13: V0000FORD RD LEWISVILLE. NC 27023 434-MB-0609 AhmLsoxftnavoxam FL NO.: 62$ 14 APPROVED SEALANT BEHIND FIN _ 1 1/4- MIN. EMBEDMENT 6 WOOD WOOD SCREPI , FRAMING BY OTHERS 1/4" MAX. SHIM SPACE1 3/B" MIN jp EDGE DISTANCE II EXTERIOR I I I INTERIOR 1/4" MAX j SHIM SPACE 3/8" MIN EDGE DISTANCE { 6 WOOD WOOD SCREW FRAMING APPROVED — 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE 6 WOOD INTERIOR SCREW 1 1/4- vMIN. EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 3/8- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REvIS10NS REv DESCRIPTIDN DATE I APPROVED A REVISED INSTALLATION DETAILS 05/01/15 R.L. B { REVSED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR IXARRY. 2. PERIMETER AND JOUVT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAWN: pWG D. J.L. 08-02357 s14E NTS DATE 09/03/14 s"aT 12 OF 12 L ROBERTO LOMAS P.E. 1432 WOODFORD AD 1 EWISKLLE. NC 27023 434-ws-OW9 rllw/ua lAarusa•eom SIGNED: 1111512016 5111 I I Iir0 GENS;giP 0 6251t ST/AAT E OF ZORIOr Gi'\ Luis R. Lomas P.E. FL NO.: 62514 Florida Building Code Online https://www.floridabuilding.org/prlptl_appjtl.aspx?par,im=wG EVX... Regulation BCiS Home I log to I User Registration I Hot Topics ! submit SUn:harge I Scats a Facts I Publications I FBC stag I BCIS Site Map I Unks I seers, Florida jsy Product Approval Vii USER: Public User P]Pduq AA.43Lvaenu > P—M—dyrULAPOW1{gIL5ell > 1592 bn List > Apptiotion Detaa FL # FL15353-R3 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 west Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida license PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FL15353 R3 COI FLCOI.pdf Standard AAMA 450 Year 2010 1 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/23/2017 10/26/2017 12/12/2017 Summary of Products FL it I Model, Number or Name 115353.1 15764 Limits of Use 1 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A j Other: Max single window size: 52-1/8" x 84". Max mullion span: 104-1/4". 1 Description -- ---- -- _ -- -- Horizontal Aluminum Mullion Installation Instructions E1,1535—R3—tI—Q8_QL4AP pddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 AE 5120725 odf Created by Independent Third Party: Yes 15353.2 57614VerticalAluminumMullion Limits of Use Installation Instructions I Approved for use In HVHZ: No ELI5153_R3—IL-0-01434@.PcJf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 i Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion 1 FL15353 R3 AE 512063B.pf j span: 83" _ Created by Independent Third Party: Yes Aluminum Mullion15353.3 l 5765 I Installation Instructions f------- Limits of Use --- ---- --- - -------------------- — Ti—Horizontal Approved for use in HVHZ: No FL15353 R3 11 08-014.1B.ydf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FS1 353 R3 A 5 20738 [1 span: 156-3/8" I Created by Independent Third Party: Yes 15353. 4 15765 —_ Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84" span: 83". 15353. 5 i CM- 18514 Limits of Use — Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: Max single window size: 52-1/8" x 84" length - 83". 15353. 6 CM-18520 Limits of Use----- -----_ - ------------ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 156-3/8" 15353. 7--,-----.------ ' CM-18523-----_. —_. Vertical Aluminum Mullion Installation Instructions FL15353 R3 lI 08-014408.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353 R3 AE 512064B.pdf Created by Independent Third Party: Yes Max mullion Vertical Aluminum Mullion Installation Instructions FL15353 R3 lI 08-01442B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FI- 15353 R3 AE 5120665.pdf Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions FL15353 R3 11 08-01451B.gdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FLIS353 R3 AE 512075B•odf Created by Independent Third Party: Yes Horizontal Aluminum Mullion 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online https:Hwww.floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVX... Limits of Use Installation Instructions Approved for use In HVHZ: No FL153-53 R3 II 0Q-G1452B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 5120768,pdf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 I CM-18531 Limits of Use ---- --- -- — - -_— Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion span - 83" 15353.9 I CM-18532 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84". Max mullion span - 156-3/6" 15353.10 CM-18533 f Limits of UseApprovedfor use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84" span: 83" 115353.11 I CM-18534 Limits of Use Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84" span: 156-3/8". Vertical Aluminum Mullion Installation Instructions FL15353 R3 II Q IF_-014436.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports fL_15353 R3 AE 512067B.odf Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions FL1$353 R3 11 Oa_0145 B. df Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F95353-3 AE 512077B.Pdf Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions FL15353 R3 11 08-01444B,pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353_R3 AE 51206.8B.pdf Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions L15353 R3 if 08-01454B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion I FL15 5a R3 AE 51207 B_pdf lCreated by Independent Third Party: Yes aadt Next Cpllt&rLV5 :: 2601 lat,Stone Road. TalahaSseq FL 3239Q ftnn%,059J. --1@29 The State of Florida is an AA/EEO employer. rotyrtht 20OZ.:. 3 Staff or E19f9 .:: ErNM Statement : • &cce551F&Y Statemcaj : ; Refund StatemenA Under Florida law, emal addresses are publc records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 4 Pursuant to Section 455.175(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address r they have one. The emalls provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avalable to the public. To determine r you are a licensee under Chapter 455, F.S., please click tits.. Product Approval Accepts: 1 et tad Credit Card Sate 3 of 3 4/13/2018, 7:26 AM NOTES- 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=,.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP 10 WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION 15 ANCHORED AS SHOWN HEREIN 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED 'AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DEIERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = Wl + W2 2 REVSON5 REV OLSLNIMION D-TE APPROVED A P.EVISED INSTALLATION DETNLS 06/10/15 R.I. 3 REVISED ANCHORING NOTES h INSTL DET. 06/07/17 R L ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS .AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTJRE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW* A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE -STEEL 18GA (.048-) FY=33KSI/FU-52KSI OR ALUMINUM 6063-T5 FU=30KS1 .062' THICK MINIMUM. 6) FOR ATTACHING WINDOW UNI1S TO MULLION USE 410 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION VIALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW, TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 63" MULLION SPAN GENERAL NOTES ORAWNt vwc; NO. V.L. 06-01439 SCALE NTS 1 '1 O 1/ 1 1/ 1 2 1 SNEE1 1 OF 4 L ROBERTO 60WUS P.E. 432 WOODFORD RD LE WISV0X. NC 27OW 434•6M-OM db=30 fwa'';= mm SIGNED: 1011312017 Luis R. Lomas P.E. FL No.: 62514 J 107 3/8- ff1...___ i jl COMBINED WIDTH I W 1 --{ W2 III 3' 8 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) / J 107 3/8' COMBINED WIDTH W, W2 T-- I 83" /j/ FRAME 'WINDOW HEIGHT WINDOW MULLION SPAN) J 107 3/8- COMBINED WIDTH W1 --jr- W2 33" WINDOW FRAME HEIGHT WINOO WIND MULLION NSPAN) L W1 --jF- W2 IV 3/8" COMBINED WIDTH Desi t pmssure ratin Mullion n ( in) Tnbutary width (in) 18. 13 2550 130.00 142.00 48.00 52.13 25. 00 120.0 120.0 120.0 120.0 120.0 120.0 37. 38 120.0 120.01 120.01 120.0 120.0 120.0 49. 63 120.0 W.3 81.2 76.9 75.2 75.1 82. 00 71.0 52.2 1 39.7 1 35.9 33.4 32.3 65. 63 59.6 43.7 33.0 29.6 27.4 26.3 72. 00 44.9 32.7 24.4 21.8 19.9 19.0 Q4. 00 28.1 20.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8- OMBINED WIDTH I-C W1 -- jr-IW2 - 8 INDOW P)/ FRAME WINDOW HEIGHT MULLION SPAN) IL F_ 107 3/8" COMBINED WIDTH W2 83" 83" % WINDOW j FRAME HEIGHT /- MOM MULLION N1 W2 107 3/8" COMBINED WIDTH FR HE MU SF REVISIONS I Rei I DESCRIPTION I DA1L I APPRDVED 1 A REVISED INSTALLATION DETAILS 1 06/10/15 R.L. I 8REVISEDANCHORINGNOTES & INSTL DET. 05/07/17 R.L. 107 - 1/8' COMBINED WIDTH lW, - i `v2 1 I1 j J WINDOW J AMC IGHT WINDOW LLION AN) TIT- W2107 1 ... N,-,. 8 APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. Design pressure raGnq (psi) with rebar Mullion span ( In) T 18. 13 25.50 butary width 36. 00F42.0048.00.00In 52. 13 25. 00 120.0 1200 120.00.0 120.0 37. 38 1200 1200 120.00.0 120.0 49. 63 120.0 983 81.25.2 751 6Z00 95.2 70.0 53.34.8 43.4 65. 63 80.0 58.6 44.2.7 353 72. 00 60.3 439 3 88.7 25.5 8400 37,7 273 2016.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS V. L. D8- 01439 scut NTS DAB 01/11/12 -L" 2 OF L. ROSER TO LONAS P E. 11V WOODFORD RD LEWISVI LE. NC 27= 4JW W8-0W9 db-s9W=.ps.=m SIGNED: 1011312017 051R I IC/0t/'/ yr jJo, 61251 * = 5T((, AATTT OF O` er'. P . A S/ pNA OE G t'\\ Luis R. Lomas P.E. FL No.: 62514 I" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS e ' • 1 i /4" MIN EMBEDMENT ti -- I II I liII I li U --- ,I 1/4- ELCO ULTRACON TAPCON SECT5796 CUP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW I I I 1 3/8• MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN. 2X BUCK EDGE L BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRYIGONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE REv;IDNS DMRPIIDN DAIt A PROVED REVISED INSTALLATION DETAILS 106/10/15 R.L. REVISED ANCHORING NOTES do INSTL CET. 1 05/07/17 R.L. MT000022 CLIP 10 SMS OR I SELF DRILLING I SCREW i METAL 1/2- MIN. STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030—C370 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DRxON DNG NO, V.L. 08-01439 Mkf NTS — 01/11/12 1 s"-3 OF 4 L ROBERID LQ'AA.S P E. 1432 KWVFORD RD LEWLSVILLE, NC 27023 I31-6CO-OW9 rC0"W5 i mm SIGNED: 1011312017 E N S 9J,% 51AfAT: —OF : ry O.• R . <c REY iFS 0R10e.-. Luis R. Lomas P.E. FL No.: 62514 F— 2.140" —j I 1 tI SECT5764 MULLION ALUMINUM 6005-T3.125' THICK RF-li 2REBAR 16 GA (.062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD & METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4" SEPARATION BETWEEN ANCHORS. 3 261" - I 1.375' 0.825" i 3.250" 4.000" O MT000022 CLIP 16GA (.0537 GALVANIZED STEEL SEE NOTE 2 6 3. THIS SHEET. 3.750' 2.189" — 1.0 0" 0.375" I1— 0.843" I 2X 00.210" 562" r I 1 562" SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063- TS .125" THICK REVWmS OESUPDON I DATE I APPROVED REVISED INSTALLATION DETAILS 108/10/15 I R.L. REVISED ANCHORING NOTES & INSTL DET. 08/07/17 R.L. 3.750' 1.000' C 375" 0.422" —1 2.032" 2.875" 0.84 3" T — A- SECT5796 CLIP 2x oO.210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125• THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS DR nN: P.YC NO. V.L. 08-01439 C'iE NTS IDATE 01 / 1 1 / 12 ISHEET4 OF 4 L ROBERTO LOWS PE 1432 WOODFORO RD LEWISVRLE NC 27W 434-G83.0609 ff&=sV&k vsp@.mm SIGNED: 1011312017 J\ 5 RIII 10 // GENSF941' 1• 0 51 *= TA 0 REv i.• 'PC Q• •'? . B Luis R. Lomas P.E. I FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... I tt@ ProfessionalBusiness & a acts Home I log In I User Reg4tralbn I Hot Topics ( Submit Surcharge I Stats d Facts I Pubkations ( FaC Stag I BCIS Site Map links I Search Florida n Product Approval USER: PL43k User PM9=-A-pRRY6!11Cng > > Aogtination List > Application Detall FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity lntertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence F1.13223 q4 Cg]_RIO - Certificate of Indenendence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 1 of 3 4/13/2018, 7:29 AM Florida Building Code Online t hitps://www.floridabuildiiiu.org/pr/pr_app d1l.aspx?paran1=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # - _- I Model, Number or Name 13223.1 I Cempanel Siding Florida Licensed Professional Engineer or Architect l_:I 223 R4 Equlv_11I0-26928-17 ASTM C1186 eguivalencv_Qdf Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use inside a HVHZ Install In accordance with NOA 17-0406.06 Description nber-cement panel siding Installation Instructions FL13223 R4 if cempanel-installation.pdf FL13223 R4 li NQA 17-0406_06.pdf FL13223 R4 II RIO 2689-17 Panel to Furrina.pdf FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.p_d_f Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.pdf FL13223 R4 AE RIO 2689-17 Panel to Furrinn.ndf FL13223 R4 AE aI0-2686-17 Panel Wood hte[al Frame.pdf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding - y— Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 11 HardiePanel-Installation.pdf Approved for use outside HVHZ: Yes FL13223 R4 11 NOA 17-0406.06_pdf Impact Resistant: Yes FL13223 R4 If RIO 2689-17 Panel to Furring,pdf Design Pressure: N/A 1`1_13223 R4R4 11 RIO-2686-17 Panel Wood Metal Frame.pdf Other: For use Inside a HVHZ Install In accordance with NOA Verified By: Ronald I. Ogawa 24121 17-0416,06 Created by Independent Third Party: No i Evaluation Reports I FL13223 R4 AE NOA 17-0406.06.pdf FL13223 R4 AE RIO 2689-17 Panel to Furrinq.odF FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame,pdf Created by Independent Third Party: Yes i 13223.3 ' Prevail Panel Siding I fiber -cement panel siding i Limits of Use Installation InstructionsTFL13223ApprovedforuseinHVHZ: Yes R4 11 NOA 17-0406.06.pdf Approved for use outside HVHZ: Yes fL13223 R4_II Prevail-Panel-Installatlon.pdf Impact Resistant: N/A FL13223_R4 11 RIO 2689-17 Panel to Furring.pdf Design Pressure: N/A FL13223 R4 11 R]0-2686-17 Panel Wood Metal Frame_plJf Other: For use Inside a HVHZ Install in accordance with NOA Verified By: Ronald 1. Ogawa 24121 117-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NON 17-0406.O6.pdf FL13223 R4 AE RIO 2689-17 Panel to Furrino,pdf FL13223 R4 AE RIO_2686_37 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes each neat Contact Us :: 262t-6ki<ston oed,laltabassee_F1.32349PSg-te7-1e24 The Stale of Fbrkla Is an M/E0 employer. Copyrialit 007- 0 7 -StateorFhrida :: EMacy SlateMe0t :: ::Refund Statement 2 of 3 4/ 13/2018, 7:29 AM Florida Building Code Online https://www.iloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX... Under Florda law, email addresses are public records. II you do rot want your a -mall address released it response to a pubbrrecords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mat. If you have any questions, please contact 850.487.1395. • Pursuant to Section 4SS.27S(1), Florida Statutes, efiecUva October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address / they have one. The emads provided maybe used for otkial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine d you are a ilcensee under Chapter 455, ES , please tack [gM. Product Approval Accepts: Imm z Credit• Safe 5CCU [AVINS I.T K I L'S' 3 of 3 4/ 132018, 7:29 A M Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 JamesHardieHardiePanel /r- >o, Vertical Siding • INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPWS11 PRODUCTS EFFECTIVE SEPTEMBER 2013 IM Vial jyyBi }3nheshardie.cnm for the most recent version. SMOOTH • CEDARMILL° is SELECT SIERRA 8 • STUCCO IMPORTANT. FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS INSTALLATION OF HZ10"m PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by Improper storage and handling of the product. VISIT WWW.RARDIEZONE.COM OR CALL 1-866-942-7343 CUTTING INSTRUCTIONS OUTWORS INDOORS 1. Pbsllion cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in waking area. 2. Posillon cutting station in well -ventilated area 2 t15e one of the following methods a Best i Score and snag 11. Shears (fnawal, electric or pneumatic) - NEVER use a power saw Indoors b Better: I. Dust reducing circular saw equipped with a - NEVER use a drrxlar saw blade that does not carry the HanfeBlade saw dada trademark HardeBiade'saw blade and IAA vacuum utraction NEVER dry sweep — Use wet suppression or HEPAVacuum c. Good: I.Oust reducing circular saw with a HartgeBlade saw blade my use for lay to moderate artlirg) Important Note: For maamum proto= Qoeest respirable disk production), James Hardie recommends always usrg'Besi'-ltivel cutting methods where faaSble. NI091-approved respirators can be used in conjuration with above cutting practices to further reduce dust oposuras Additional e> losure Infmregon Is avallade at www-Wateshardle.com to help you determine the most appropriate atting method to your web requtr new s. II rxrsern still exists about aposure levels or you do rot comply with the above p%mco% you should always consul a qualified Industrial hygienist or contact James Hardie for turf her Information. s nestos GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www.JamesHardlecommerclal.com HardlePaneP vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainsemn/f erring) as a best practice. Informatlon on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. lamehardle.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately Installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When Installing James Hardie products all clearance details In figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim applications. Some application are not suitable for Coloriclus. Refer to ColorPlus section page 3. DO N01 use stain, oil/alkyd base paint or powder coating on James Hardlem Products. For larger pprojects, including commerclal and multi -family projects, where the span of the wall is significant In length, the designer and/or architect should take Into consilieration the coefficient of thermal exppansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin B "Expansion Characteristics' at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternativelyPositionfasteners3/8" from panel edges and no closer than 2" away from corners. Do not nail Into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPluse Finish) (fig. 2). Horizontal Joints Framing must be provided at horizontal and vertical edges for nailing. Provide Z flashing a[ all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2Figure 3 waterresistrve barrier .aterrest u e is Double stud may be required to maintain minimum edge 4 stud water-faslstlye water r i tive 2"'°tidnailingdistances. Kamer bander Figure 1 stu upper panel Do not 1/4' gap upper panel Do not 1/4" gap water -resist ve emu' + tau lk barrier sheathing HerdlePanel Batten Joint "H" Joint Z-flasthing 2-flashig 0 o vertical siding water -resistive banner decorative keee Halls min. from panel 2 x 4 stud I\ r IaYef panel r hand board lower3/8 paneledges plate h Figure 4 3M. O leave appropriate gap between panels, then caulk' Racommandation: When Instating Siena 9, provide moderate contact Caulk Joint a rouble stud at panel applicable to ColorPIL& Finish) mailing jointsugto midkeepfasteners 2' APPN caulk In accordance with caulk ewe from comers Y manufacturer's written application Instructions. For additional information on HardleWr l" Weather Barrier, consult James Hardie at 1 M36-41-fardle orwww.hardiewra .com WARNING: AVOID BREATHING SILICA DUST James Hardie• products rontain respirable crystalline slela, which Is Mom to the Slue of California to reuse cancer and Is considered by IARC and HIOSH Oo be a cause of cane from some occ upallnal sources. Breathing uercessh'e amamts of respirable slice dal can also cause a msablIN and polerolally, latai lung uisease exiled selcasks. and has been Wooed nth other diseases Some strides suggest snowil may Increase these risks. During Installation or herding: (1) worit in aldcor areas with ample verrtaabn. C4 use fiber wnem shears for artthg or. mrere not feasible, use a Har&Ell de° saw blade and dust-redudna dralfar saw attached to a HEPA vaalm, CJ1 warn others In the Immediate area, (4) wear a Ir flied. N10S}oved t apprdustmaskor resplratrr (e.g. N-95) In accordance vft apoicable gavernmdd neplatle s erttf rmnufaduaer Instructions to wither &TO respirable dlca e> 0cisures. Owing dew -up, use HEIIA vacutrits or wet de<uwp methods - men dry sweep For lather intwriatlon, refer to our Installation Instructions and Material Safety Data Sheet avallable at www.iamesherde cum orby cdkN 1.900.9 iARDIE (1-600.942-7343). FAUN TO ADHM TO OUR WARNNGS, MSDS, AND INSTAt1ATIaN WSTRUCrIONS MAY LEAD TO SEFJDUS PERSONAL kAAIY OR DEATH. eovnan HS1236 - P1/3 1/ 13 y ro. CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James HardieQ and decking material. shall be installed per the roofing the bottom of James the bottom edge of the siding and products and paths, Figure 7 manufacturer's instructions. Provide a minimum 1 "- 2" clearance between Hardie products and horizontal flashing. the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap. Figure 5 shd Figure 6g siding Ifir-2i ter tivesiding siding and trim. Figure Refer to fig. 3 on age 1. I I 'I , r rier ffuTnit i t' - 2. mo. 1 \concrete 6' min. I ra, dauon Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 siding gutter and end cap fasaa deck material 1' - 2' mi lolstlashing ledger Do not bridge floors with HardiePanet" siding. Horizontal joints should ahaays be created between floors (fig. 10). BLOCKED PENETRATIONS Penetrations such as Hose bibs and holes 1 1i" or larger such as dryer vents should have a block of Irim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) t For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace naiQ. NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush IMA Countersunk, ill ii add nail Figure A Esi Figure B do not under drive nails DONOT STAPLEKICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905. 2.8.3 : "...flashing shall be a min. of 4" high and 4' wide.` James Hardie recommends the kickout be angled between 1000 -1100 to maximize water deflection Figure 11 mvormmnEran a.. ttiskart t aiPedp PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8113 CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Bade -rolling Is recommended if the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie@ ColorPlus@ products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanelO siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third parry touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch -tip, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Reprinting is normally not necessary 100% acrylic topcoats are recommended DO NOT use slain, oiValkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGWON: In accordance Ath IMES Evaluation Report ESR-11144, HardePaneM vertical sd'ocg is recMiaed as a suitable artemate to that spedtled ire du 2M 2009.8 2012lntemailmal Residential Cade for One -and Txo-Fan* DveMrgs and the 2006, 20D9. d 20121rdernabiai BuddiN Cade. HardleParrJ vertical aft is also remryized for appicatim In Ire frilmft. City of Los Angeles Research Report No. 24862, State of Flodda bN F1.1889, Dade Caunty, Florida NOA No. 02-0729 02, U S. NO of HUD Materials Release 126X Texas Deparur em of kwraruce Product E-vatua m EC-23, City of New Yank MEA 223-93-M, and Calfwm a BSA PA-Oi 9. these daa rneris stuouti also be corwited for eddilimal frdornetron omcernlng due suitability of dds product for specific appli ohms. m 2013 James Hardie Building Products. Ah rights reserved. Additional Installation Information, TM, SM, and ® denote trademarks or registered trademarks of James Hardlerechnology Limited R is a registered Warranties, and Warnings are available at JamesHardie trademark of James Hardie Technology Limited. www.jameshardie.com HS1236 - P313 6/13 Florida Building Code Online https://w%vw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGF,VX... E I ll@ Regulation,Business &Professional BCIS Home I Log In E User Registration I Hot Topics Submit Surcharge E Stats a Facts i Pulit:ations E FBC starf ; BCIS Ste Map I Inks 1 Search I ba I ' Product Approval USER: Public User n.' rV1 ftdvsLAw —yd Menu > Product or A{pUlbn scmh > ADpkalbn List > AppOotbn Datall ft FL # FL12194-117 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R7 COI ALC15001.4 2017 FBC Evaluation Report Q4 T4 Soffits Final,Rdt Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By 1 of2 4/13/2018, 7:37 AM Florida Bu.ilding Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EV X... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products FL # I Model, Number or Name Description y 112194.1 i Alumunum Coils Aluminum Soffit Aluminum soft panels Limits of Use Installation Instructions - Approved for use in HVHZ: No FL12194 R7 lI ALC15001.4 2017 FBC Evaluation epor i Approved for use outside HVHZ: Yes Q4 T4 Soffits Final.odf I Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for Ilmlts of use. Evaluation Reports I FL12194 R7 AE ALC15001.4 2017 FBCBvaluatlon Repo t Q4 T4 Soffits Final.pAff Created by Independent Third Party: Yes Back -- Contactlls :: 2601 Blair Stone RQad, Akhassee-E432348 Phone: 850-487-1821 The State of Florida Is an AAJB-0 employer. Cahyriaht 007.2011 State of Flonja.:: BjyaykSrata= :: ACGM5haty Statement :: Rellmd_Stttem= Under Florida law, emall addresses are pubic records. If you do not want your a-mal address released in response to a public -records request, do not send electronic mad to this entry. Instead, contact the office by prone or by traditional mad. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address V they have one. The emaits provided may be used for official communication with the licensee. However emad addresses are public record. B you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubic. To determine if you are a licensee under Chapter 455, F.S., please click tom. Product Approval Accepts: Credit Card Safe 2 of 2 4/13/2018, 7:37 AM CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, Fl- 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6n' EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www,aiuminuMcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.4 FL12194-R7 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in2/1in.ft. for the 'full vent' configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in2/1in.ft. for the 'full vent configuration and 4.2 in2Ain.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Ft R. p 1,, No 74021 0'. STATE OF :+' .," ss;O N A; 0%%%% CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIA—Approved Systems (11 pages) 2) APPENDIX B — Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.4 FL12194-R7 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDR were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: ALC15001.4 a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Loc, ition Location Location Location c. 16" Q4 Soffit— 16-incho.c. Fastener Fastener Loction Loc tion FL12194- R7 Pape 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 1-• d. 16" Q4 Soffit — 8-inch o.c. Fastener Lotionc Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10.5JJ-# Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave 12F-# Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Ca 1M Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap i2ja Approved Systems for 12-inch Soffit Span with J-Channel at Wall and Eave 14 5JJ-# Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave 16F-# I Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 16J-# Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca 16JJ-# Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5.1 Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24J-# Approved Systems for 24-inch Soffit Span with J-Channel and Fascia Ca 4JJ-# Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-Inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width pso Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing 10.511-1 Max. 16-inch Wood J-Channel to joists; One (1) 18 ga.1/4-Inch crown x 1-inch leg staples Wood J-Channel to joists; 59.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 2of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 1 314-inch long x Max One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch crown 0.072-inch die. x min. 3/16- t4012F-1 16-inch Wood min. 1.25-inch embedment spaced Wood staple spaced 16-inch o.c. inch head dia. trim nail 24-inch o.c. spaced 364nch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min. 1 3/4-inch long x 12F 2 Max. Masonry 9 ga., min. 5/8-Inch long Stub Nail Wood One (1) min. 3/8 x 3/8-inch crown 0.0724nch dia. x min. 3/16- 40 16-inch with 3/8-inch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 8-inch o.c. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.0724nch dia. x min. 1/4-inch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min 3/4-inch x 1/44nch One (1) min. 1 3r4-inch long x 12F Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch with 3/8-inch diameter head spaced panel l pandsecuringeachpanellap head dia trip nail spaced 48- 64.2 8-inch o.c. inch o.c. Approved Systems for Maximum12-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psi Substrate J-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/44nch x One (1) min. 1 3/4-inch long x 12J-1 Max. 16-inch Wood staples in diamond long x 3/8-inch head diameter screw spaced 164nch o.c. Wood 1/4-inch crown staple 0.072-inch dia. xmin. 1/4-inch head dia. trip nail spaced 48- 48 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c. inch o.c. inch o.c. ALC15001.4 FL12194-R7 3of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 164nch One (1) 18 ga.1/4-inch crown x 1-inch leg staples One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12-inch o.c. I I securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing 14.5JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-Inch leg staples Wood J-Channel to joists; t43.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/44nch crown x 14nch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 4of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-Inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- 53.3 124nch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced max. 8-inch o.c. panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.754nch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 44nch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c, panel lap inch head spaced 12-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/8-inch x 3l8-inch One (1) min. 1 3/44nch long 16F-3 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 16-inch with 3/8-inch diameter head spaced O.C. 3/16-inch head dia. trim nail 8-inch o.c.spaced 364nch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-4 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0.072-inch dia. x min. 1/4- 27 16F-5 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 484nch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1 75-inch x 0.072-inch diameter 16F-6 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3/16- 43.3 16-inch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced 84nch o.c. lap 16-inch o.c. One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 14nch leg staple spaced 4-inch 0.0724nch diameter 16F-7 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. ALC 15001.4 FL12194-R7 5of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. Approved Systems for Maximum 16-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width W Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in 16JJ-1 Max. 16-inch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 14nch leg staples Wood diamond pattern spaced 8-4nch o.c. securing 332.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ 2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 43.3 164nch One (1) 18 ga.1/4-inch crown x 14nch leg staples One (1) 18 ga.1/44nch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12-inch o.c. securing each panel lap ALC15001.4 FL12194-R7 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Attachment Panel Attachment Substrate Channel Attachment Three (3) 18 ga.114-inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 24-inch o.c. 22 5JJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 42 1 16-inch One (1) 18 ga.1i4-inch crown x One (1) 18 ga.1/4-inch crown x 1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch 14nch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 12-Inch o.c. 3/16-inch head spaced spaced 12-Inch o.c. 44nch o.c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/44nch Nominal 1)2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 1B ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4 One (1) min. 1.754nch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-1 124nch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. sil chinchailhanknailx 0.0724nch diameter 124nch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 4 FL12194-R7 7of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-2 12 inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.8 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nall 244nch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga. 1/4-inch crown x 1-inch leg One ( 1) 14 ga. 518- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.754nch x Max. ga., min. 5/8-inch anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80 24F- 3 12- inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 3/ 8-inch diameter 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3/ 16-inch head spaced head spaced 8-inch inch ring shank x 0.072-inch diameter 124nch o.c. O. C. nail 24-inch o.c. finishing nail with min. 3/ 164nch head spaced 44nch o.c. One ( 1) 18 ga. 1/44nch crown x 14nch leg Nominal 1x2 staple securing the No. 2 SYP nailer of each female Three ( 3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 80 24F 16 inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 0 diamond pattern inx 7d ring i nincho.c. and securing 3/16-inch head spaced spaced 164nch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c. 24 inch o.c. x 0. 072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-Inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 80 24F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 0 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16inch o.c. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1/44nch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. ga., min. 5/8-inch anchored to 164nch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced head spaced 8-inch inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. O.C. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/164nch head spaced 4-inch o.c. ALC 15001.4 FL12194-R7 9of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall nofrfy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. Y.- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 60 12 inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- le g staple spaced 3/16-inch head spaced ininch x 7d ring pattern spaced 16 ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24incho.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 14nch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga. /.- One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x 1-inch x 0.072-inch diameter 24J-2 Max. rafter with one x 1-inch leg batten or two (2) lap Wood leg staple spaced finishing nail with min. t53.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 16-inch o c. shank nail inch o.c. nailed on either side inch x 0.0724nch lap 24-inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 244nch o.c. ALC15001.4 FL12194-R7 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x 14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crown pattern spaced 244nch o.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t-43.5 16-inch One (1) 18 ga.1/4-inch crown x securing1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min spaced 12-inch o.c. 3/16-inch head spaced 4-inch o.c. Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 12-inch o.c. Max. securing J-Channel to joists; inch o.c. securing each panel lap securing J-Channel to fascia: 53.3 24JJ-2 16-inch Wood One (1) 18 ga.1/4 inch crown x One (1) min. 1.754nch x 0.072-inch Wood One (1) 18 ga.1/4-inch crown x 14nch leg staple securing the 4 1-inch leg staples located in the ChannelhorizontallegoftheJ -Channel diameter finishing nail with min. nailer of each female lock or spaced 12-inch 3/16-inch head spaced spaced 164nch o.c. securing 4-inch o.c. each panel lap ALC15001 FL12194-R7 im. ME This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C RE E K ALUMINUM COILS, INC Soffits0TECHNICALSERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations System No. I Installation Detail 10.5JJ-1 & 14.5JJ-1 Diamond' Patten 18ga., 114": 1" staples 1 Y o.c. max 18ga., I x I" staples 24" o.c. max J-Channel 18ga., 114-x 1' staples 24' o.C. max Diamond' Patten Deted e 18ga., 1f4" x 1" staples o.c. max Diam oncrd' Patten 18ga., 113'x 1' l — staples -12" ox. max Deted A ALC15001.4 FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail MIN. 3/8" HEAD DIA. NAIL. MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA, STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD SOFFIT 12F-2 I I I I \—"F"CMAX. 12-IN HANNEL CH SPAN 4:ocd, Cvnc 4-A or Block a FASCIA LIP 1/4" FASCIA TRIM STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 2 of 19 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4" -'-, CROWN STAPLES USING A DIAMOND PATTERN I I" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE OPEN RAFTER "sT" T' SOFFIT DIAMOND PATTERN DETAIL 1 _ ye eETv[El L STAPLES FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE 'a" ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. 48" O.C. SOFFIT- max. 12-inch span 1 -3/4" TRIM NAIL I FACIA BOARD PAINTED S.S. FASCIA CAP 3/4" X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail MIN. 14GA T•NAIL OR MIN. 9GA. STUB NAIL WITH 3/3' HEAD DIA., MIN. 5/5' EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-4 SOFFIT MAX. 12•INCH SPAN CHANNEL 1JTRIMMLFACIA BOARD PFASCIA CAP X 1/4' cRowN ar E!C dk +soII CR srAPIFS SOFFIT & FASCIA D ETAI L ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN i—cnwvnu 1-3/4- TRIM NAIL screwed to c witotflc PAINTED S.S. 48' hone(11 us r. 1/2' x 3/8" head O-C• diameter screw, 161, o. c. WOOD OR BLOCK SUBSTRATE SOFFIT — max. 12-inc'n span ALUMINUM COILS, INC Soffits Appendix B 31B- L8 r1 3/4 X 1 /4- CROWN STAPLE I SOFFIT STAPLE FACIA BOARD , / DIAMOND PATTERN DETAIL FASCIA CAP X 1/ 4' CROWN 1-3/ 4" TRIM NAILI FACIA BOARD STAP STAPLE ' 8' ON CENTER PAINTED S. S. FASCIA CAP I 3/ 4- X 1/4- CROWN STAPLE SOFFIT J SOFFIT & FASCIA D ETAI L ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 11 CREEK TECHNICAL SERVICES, LLC System No. [ Installation Detail 12JJ-1 & 16JJ-2 18ga., 114" x 1" staples 12' o.c. max A 18ga , 114" x 1" 30 staples 24" e.c. max V Diamond' Patten N ALUMINUM COILS, INC soffits Appendix B 18ga., 114" x 1" staples 24" O.C. Max Diamond" Patten annei Deteil8 f. — - 18ga., 114" x i' staples 12' o c max Diamond' Patten 18 ga.,114- x 1" staples in horzontal leg of female lap J-Channel DeteJ A ALC15001.4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 3/1- LONG X O 07T DLA_ TF1IA NAIL WITi. 3nb' HEAD Dik FASCIA 80ARD SPACED 16' C.C. ASCU CAP SOFFIT I' X 14" CROWN STAPLE OPEN RAFTER 4-C=• J Mlrl. IGGA T- RAIL OR MIN FASCIA 80AR0 9GA STUB f WL v11TH 313' HEAD EMDEDMENT SOFFIT 3 FASCIA16F-1 16F-6 SPACED s'C.C. DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CNANNEI SOFFIT; MAX. 16- SPAII MASONRY) I SUBSTRATE 1 ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. u CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O.C. =0R WOOD SUBSTRATES. MIN. 14GA T-NAIL OR MIN. 9GA. STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM SOFFIT 16F-3 8 16F-4 F" CHANNEL a40C1, concr9C0 or R1ock.. wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. fl FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL1'2194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail E„E `SOFFIT STAPLE OPEN RAFTER I ' ; DIAMOND PATTERN 3/4- x 1/4- j ( ,' DETAILCROWNSTAPLES USING A DIAMOND 3/8' BEMiNI sTAPUS i PATTERN FACIA BOARD \ FASCIA CAP 16F-5 3/4- X 1/4- CROWNJMNMAFACIA BOARD 8. 11-3/4- STAPLE ON CENTER TRIM NAIL P- F- CHANNEL CAN BE PAINTED S.S. 48-CAPINSTALLEDWITHTHEOCFASCIA NAIUNG FLANGE UP OR 3/4' X 1/4- DOWN CROWN STAPLE SOFFIT -max. 16-inch span WOOD SOF SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 13 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail I' A IA:' CRM94 STAPLE LYSTAL LED 16F-2 & PATTERHIDIrldOND 16F-7 F' CHANNEL SUBSTRATE 1 314' LONG X D D7.' I 14AIL WITH 311 e' HEAI OPEN RAFTER FASCII BOARD FASCIA CAP. REFER TO SOFFIT I FASCIA DETAIL SOFFIT: MAX. 16' SPAN ALUMINUM COILS, INC Soffits Appendix B BOARD CAP CRo u STAPLE SOFFIT & FASCIA DETAIL 318 Vr s t' ttaol8t DiamonT Pitlen ALC15001.4 FLI2194-R7 Page 10 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE "24- ON CENTER USING A DIAMOND PATTERN OPEN RAFTER 3B' i FACIA BOARD FASCIA CAP CHANNEL } 1-3/4" TRIM NNLJ PAINTED S.S. 48" O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 3/4" X 1/4- CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA D ETAI L ALC15001.4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga., IWx 1` staples o, max OPEN RAFTER /r~ \ / "Diamondd"" Pattenen 1 Sga., 114' x 1' staples t 2" o c, max A 16JJ-1 78ga.,114•x1' 318' staples 24- o.c. max Diamond' Patten Detad B t Bga., 1 r4' x 1' staples 8' O.C. max Diamoncr Patten I Channel 1 Delai A ALC15001.4 FL12194-R7 Page 12 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 122.5JJ-1 OPEN W-FrER 18 ga , 1/4" x 1" staples 16" o.c. max and 1 314" Long x .072" Dia. Trim Nails wdh 3/16" Head 4" 318" o.c max t Diamond' Patten 18ga.. 114" x 1" staples 17' o.c. max 18ga., 114" x 1" staples 24" 0 C. Max J-Channel ALUMINUM COILS, INC Soffits Appendix B 18ga., 1/4"x I" staples 24" o.c. max Diamond" Patten Detail 6 18ga , 114" x 1" staples 24" O.C, max Diamond" Patten i 18ga., lW x 1" l staples 12" o c. max Deted A ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM HAIL FASCIA BOARD PaWTED S.S. 1'x} CROWN I FASCIA CAP STAPLES SOFFIT — USING A DIAMOND PATTERN: REFER TO 1'x1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTER14 DETALL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F-1 & i 24F-4 I'd" CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL/ 9- \ Nominal I'xt' Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one Id Ring Shank Nag a1 every Rafter W000 SUDSiRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I TRIM NAIL FASCIA BOARD PAINTED S.S. I-i' SMOOTH SHANK FASCIA CAP ROOF NAILS I SOFFI7 1'.j- CROWN STAPLE t I J' TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I'vt' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal T'a2- SYP Batten Anchored to SOFFIT, MAX. 2V F-CHANNEL Rafters with one Id Ring Shanh Nad at every Roller WOOD SUBSTRATE D ALC15001.4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail I = NAIL FASCIA BOARDPATRIMNTTEOS.S. ' II ILGA - T-NAILS V FASCIA CAP SOFFIT 1- e1- CROWN STAPLE I I- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F- 3 & I 24F- 6 I'q' CROWN STAPLE FASCIA UP; REFER TO SOFFIT i FASCIA DETAILNominal 1-zY SYP Batten Anchored to SOFFIT; MAX. 24' F- CHANNEL Rafters with one 7d Ring Shank Nail at evert Railer MASONRY ALC15001. 4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1i TRIM NAIL FASCIA BOARD PAINTED S.S. 1'4' CROWN FASCIA CAP STAPLES SOFFITUSINGADIAMOND PATTERN, REFER TO I' CROWN STAPLE SOFFIT STAPLE CANTILEVERED ' DIAMOND PATTERN RAFTER DETAIL L FASCIA BOARD i TRIM NAIL SOFFIT b FASCIA PAINTED S.S. DETAIL 24J-1 & r j' CROWN STAPLE 24J-2 I` FASCIA CAP; REFER / \ TO SOFf1T L FASCIA DETAIL / \ NominalMWC 1' h 2' SV P barrens 8 scabbetl benvecn rafters and SOFFIT; MAX. 24' / 3/81 1-CHANNEL Ino.1, n mrh arse t-n it nnQehanAnostrmghl-naOetl 1 IhroYQb therafter In1O the and WOOD SUBSTRATE of the batten or two \ / nng ehank nmla toe-nanooetl on e.thor side of the bottom at the batleNraher intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga., 1/4" x I" staples 24" o.c, max OPEN Rk TER /1` r " Diamond" Patten 24JJ-1 i 18 ga., 1 14" Y. 1" staples 19' o.c, max and 1 3/4" Long x .02" Dla Trim Nads %viih 3116" Head o.c max 3J8" A Diamond' Patten 18ga.. 114" x 1" staples 12" o.c. max Detm e 18ga.. 1I4" x 1" 2nnal staples 24" o.c. max i 8ga., 114' x 1" staples 8" o.c. max I l J-Channel Dee+9 A ALC15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga., 114" x 1" staples 24' o.c max OPEN PrF•rE+ Diamond" Patten 18ga., 114" x I" 12" OIST staples a.c. max l t"staples18ca., 114"x 15' o.c. max and 1 Y4' Long x .072" Dla. Trim J•Channel Nails with 3JiB" Head 4" 318' o.e. max Detaua 24JJ-2 18ga.. 114" x1" 18go., 114' x 1" 3fg f, staples 24" o.c. max staples I T o.c. max 5J Diamond" Patten Diamond" Patten 71ap18ga., If4' staples In h leg of fema J-Channel Detail A ALC15001.4 FL12194-R7 Page 19 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vuu is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeRolotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32 5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 5 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63 3 70.1 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Enclosed 4 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5d4012.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 10.8 12.7 147 16.9 19.2 21.7 24.3 27.1 30.0 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.713.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.4 FL12194-R7 2of4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Hei htf ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 Enclosed 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 1 -34.2 39.6 45.5 51.8 58.4 65.5 1 -73.0 80.9 40 30.9 36.3 42.1 48.3 54 9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 189 21.7 24.7 27.9 31.2 34.8 38.5 4 25 14.5 17.0 197 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 Enclosed 50 16.8 19.7 229 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 1 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D - Building Type Zone Mean HeightRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26 0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 4 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 1 -42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 4 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 1 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 1 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 1 35.9 40.2 44.8 49.7 40 1 18.8 1 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 1 6.7 30.6 34.8 39.3 44.1 49.1 1 54.4 60 20.2 23.7 1 27.5 31.6 35.9 40.5 1 45.4 50.6 1 56.1 ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/8" -L 3/4" — r 1/8" HEM 15/B" T 3/8' ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 7/8„ 1/8" HEM 6"FASCIA 7" BLANK 1/4" I ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit D='T" 0 1_5 70 18' BLANK 3 / 8 PROFILE o oo a oaoo 00000 0000 0000a- or a ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-137 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" E3/4' 1/8" 1/8" 3!8" 13.75" BLANK 3/8" PROFILE 7.17!-REP 0 WT,P o oaoa 000 oao a 0000 oa oa 0000 END OF REPORT ALC15001,4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online 10 https://www.floridabu ilding.org/pr/pr_app_dtl.aspx?paramwGEVX... i A ' 1 Professional Regulation r acts Noma I tog in { User RegistraWn { Hot Topic { Submit Surcharge { Stals 8 Facts I Pubkatiorts FBC Stag { acts Srte Map { L'nk5 { Search ba tea r Product Approval USER: Public User L•1r L^1ch 1':1 Plgiltict A proval Menu > P.rod > 69!ULiQj L5t > APDBotion Detail FL # FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 31-14 708) 496-2800 Ext 200 rmetzOOI@tampabay.ri-.com Authorized Signature Robert Metz rmetzOO1@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetzOO1@tampabay.rr.com Quality Assurance Representative Don Shaw Address/Phone/Email IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Usting Certification Agency FM Approvals - CER Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 I of 3 4/13/2018, 7:41 AM Florida Building Code Online littps://www. (loridabu ilding.org/pr/pr—app_dtl.aspx?paranl=wGEVX... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 7006.1 Method 1 Option A 10/08/2017 10/30/2017 11/01/2017 of Products Model, Number or Name Description - Cambridge, Cambridge HD, - Laminated architectural fiberglass asphalt shingle Biltmore and Blltmore HD I manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants ! i Limits of Use - Certification Agency Certificate j Approved for use in HVHZ: Yes FL7006 R10 C CAC Letter - A5TM D3161 letter - Approved for use outside HVHZ: Yes 9-26-2017) from FM.pdf Impact Resistant: N/A FL7006 gI C CAC LetteL-ASTM D 3 4 6 2 letter - Design Pressure: N/A 9-26-20_17).pdf Other: FL7006 RIO C CgC Letter - ASTM E108 letter - i9-26_2Q1 ).p f Quality Assurance Contract Expiration Date i 12/31/2020 I Instructions I 11nstallationFL7o06RIO II IKO 187_02-01 Letter lnstallatlon j Instruction for FBC FL7006.pdf iVerifiedBy: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by independent Third Party: 7006.2 I Hip and Ridge 12 Cap I This Is a 12" x 12" fiberglass asphalt shingle used to coverthehipridgeroof iand/or of an asphalt shingle system manufactured at IKO's Kankakee, IL, Toronto, Ont. and I Brampton, Ontano plants. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 Rl (; CAC M D:l - Shingle letter Approved for use outside HVHZ: Yes Surveillance Audit Location__(6=28_Z017),pdf Impact Resistant: N/A fL7006 RIO C CAC-Letter=ASTM-D3161 letter - Design Pressure: N/A 9_26:20-1.7) from FM.pdf Other: FL70Q6 R10 C CAC Letter - ASTM D3462 letter - 22f+--2.Q37Z - — FL7006 RIO C CAG-Letter -ASTM E108 letter= 9_26_2017),pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL70A6 RIO II Hip and Ridge Cap Shingle Installation In st-uction$_pdf FL7006 R10_II IKO-187-02-01 Letter - Installation InstruCU-0-ns for FBC FL7006_pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle I One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7QQ6 R10 C CAC Letter -ASTM D3161 letter Approved for use outside HVHZ: Yes j9-26-2017) from FM.pdf Impact Resistant: N/A FL7006 RIO C CAC Letter - ASTM D3462 letter - Design Pressure: N/A ( Ql7),pdf 2 of 3 4/13/2018. 7:41 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV X... Other: 7006.4 I Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: I FLZO-06 MO C-CAC—Letter - ASTM-Elo IQ- er - i (9-26-2017),Ddf Quality Assurance Contract Expiration Date f 12/31/2020 y Installation Instructions 1 FL7006 R10 11 IKO-187-02-01 Letter - ln,5talIntipq 1Instructions for FBC FL7006. 1(_df FL7006 R10 11 Roofing-Products-Leadino-Edgg_Plus- application-EN(1),f I Verified By: Duc T Nguyen PE 65034 i Created by Independent Third Party: No f Evaluation Reports I Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants — — Certification Agency Certlflcate FI ]QQ6 R10 C CAC Letter - ASTM D3161 letter - 91 6- Q .Z)_fror1 FM.pdff FL7006 R10 C CAC Letter - ASTM D3462 letter - 9-26-2017)_pdf FL7006 R10 C CAC Lgtl er - ASTM E108 letter - 2 4_Q1ZL•p_df Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R10 ll IKO-l87-OZ-01 Letter - tpsta atio logtructinns for FBC FL7006.Ddf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Bad Next Contact Us :: 2601 Blair Stone Road. Tallahaysfge FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. C=Aht 2007-20 L3 State of Florida.:: Privacy Statement :: Accessibllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mal address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, fcertsees licensed under Chapter 455, F.S. must provide the Department with an emal address if they have one. The emalls provided may be used for official communicaWn with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made avaiiable to the public. To determine if you are a kensee under Chapter 455, F.S., please rick here Product Approval Accepts: Credit Card Safe 3 of 3 4/ 13/201 R, 7:41 AM s CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge 12_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN- 3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: „// / / t Signed: Brad Grzybo skl Duc I N u en Managing D rector Florida Regt ere Professional Engineer P. E. Number: 66034 Date: October 27, 2017 Date: October 27. 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO- 187-02-01 PRI CoratmODn Materials Technologies, LLC. 6412 Badger Drive Tarrrpa, FL 33610 Tet 813.621-5777 Fax: 813-621-5840 e-mall: materialstesli g@prfcmtcom WeDSite: httpJAww.prtcmi.com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1 /8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES I-1fL" I I' I" -•I A-4 I.1/2" I t SEALING STRIP i • i i & Ar Ir2' I 6178' NAILS NAILS DO NOT NAIL INTO ORABOVE THE SEALING STRIP PRI Const wtion Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: mateAalsleslJng@pricmLcom WebSite. htlpJ/www.pdcml.cam IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAIL LINE 6 3!6'f NAILING - STEEP SLOPES APPLICATION Use six nails as shown. Fa F1 n CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PFJ Construction Materials Technologies. LLC 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813621.5840 a -mall: materialstesbng@priemLcom WebSite: httpJAvmv.pncmtcom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. 1APER CUI PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 336110 Tel: 813.621.5777 Fax: 813-621-5840 e-mail: maiedatstesdng@prtcmt corn WebStte. http,/NwMv pdomt.com IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI ConstarAlon Materials Technolooes, LLC 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813.621.5840 e-mail: materialstesting@pricmt.com WebSite: httpJ*vw pdcmLcorn Florida Building Code Online J https://%vww. floridabuilding.org/pr/pr_app_dtl.aspx?param=,.vG EVX... Professional • { ri BCIS Home Log In I User Regstration I Hot Tapirs i Sulam Surcharge Stats S Facts I Pubbcalbns I FBC Stall I SCIS Ste Map 1 Links ( Search @ L Product Approval USER: public Userdb ftAucLAnomYal.Menu > Rm0vC1.4LAP&atlon Search > AnoR at on t I > AppBotbn Detail FL # FL2346-117 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRooflng.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven @ Wa rriorRoofi ng. net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R7 C9.LR_lCM_T_Cert_of-IndQpendtrire. Qf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2009 ASTM D4869 2016 Equivalence of Product Standards Certified By Approved Testing Lab FL2346 R7 Suiv FBC 2017 Standards ECLulvalenty_pdf 1 of 4/13/2018, 7:44 AM Florida Building Code Online hops://www.flori dabu i lding.org/pr/pr—app_dti.aspx?param=wGE VX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I— _ - - - -- - .— FL # Model, Number or Name 2346.1 I #15 and #30 roofing felt Method 1 Option B 01/17/2018 01/17/2018 01/17/2018 04/10/2018 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be Installed I Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt Limits of Use --_--- - --------- j Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed 1 immediately after felt. Roofing felt Is not intended to be an unprotected weathering surface. Description ASTM D 226 Tested Installation Instructions j FL2346 R7 11 InstallationlnstrucUons_pdf Verified By: PRI Construction Materials Technologies, LLC Test Reports I FL2346_R7 TR 15A Test Repo3t pdf FL2346 R7 TR 30A Test Report.pdf ASTM D 4869 Tested Installation Instructions FL2346_R7 11 I nstallationl n structi on s. oaf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7 TR 15w Test Re oprt.pdf FL2346 R7 TR 30w Test Report.pdf laadt -.I Contact -Us:: 2601-61alr_StoIIelludd. Tallahassee 399 ehone_0 0_41"- 2_4 The State of Florida Is an AA/EEO employer. %IIyllliht 2007-2013 Siate_pLElorida.:: Privacy Statement :: A=e551bittY-5tate=[lt :: Bef *lyce.Mmrpt Under Florida law, email addresses are pubk records. you do not want your a-mal address released In response to a public -records request, do rat send electronic mail to thl5 entity. Instead, contact the office by phone or by traditional mad 11 you have any questions, please contact 850.487.1395. 'Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address If they have one. The emats provided may be used for official communication with the licensee. However emal addresses are pubic record. if you do not wsh to supply a personal address, please provide the Department with an emal address which can be made available to the public. To determine ryou are a licensee under Chapter 455, F.S., please ckk h=r_ Product Approval Aompts: W IiOR RE Credit Card Safe 2 of 4/13/2018, 7:44 AM WARRIOR® ROOFING MANUFACTURING P. O. BOX 40165 • TUSCALOOSA, AL 35404 • PHONE (205) 553-1734 * FAX (205) 553-1755 193 LEROY ANDERSON ROAD • MONROE, GA 3DB55 • PHONE (770) 207.0695 • FAX (r70) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709-0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattem used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other, side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each• subsequent length a minimum of two inches as you move up the valleytQsiieiQez4vkater shedding. In the event, some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. i