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Home My WebLink About716 Cypress Ave 18-675; NEW SFHLe IMPACT COUNTY OF SEMINOLE TATEMEN 3 2 11 R QIMPACTFEESTATEMENT "[ STATEMENT NUMBER: 18100001 DATE: February 28, 2018BUILDINGAPPLICATION #: 18-10000148 3 D( BUILDING PERMIT NUMBER: 18-10000148 UNIT ADDRESS: CYPRESS AVE 716 25-19-30-5AG-090A-0040 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: JEFF HUDDLESTON ADDRESS: 2433 YALE AVE SANFORD FL 32771 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 716 CYPRESS AVE / HUDDLESTON RESIDENCE SFR FEE BENEFIT RAT9 ^UNIT TYPE DIST SCHED RATE CALC UNIT TOTAL DUE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00ROADS -COLLECTORS 1.000 dwl unit 705.00N/A Single Family HousingFIRERESCUEN/A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD- 00 Single Family Housing 54.00SCHOOLSCO -WIDE ORD 1.000 dwl unit 54.00 Family Housing 5,000.00 PARKS N/A 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEOFTHENTCODE. COPIES OF RULES EGOVERNING SAPPEALS MAY NBE PICKED UP, OREREQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 SHOULDPAYMENTBE RENCETHECOUNTYBUILDINGYPERMITNUMBER EATOTHE RTOP LEFTOOFDTHIS ESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN60CALENDARDAYSFROMTHEDATEABOVE FEB Q i 2018 \\ll CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application ( No: 4ftrction•Documented Value: S Job Address: 1716 0-Y f /L'SS kVC- . SMY Fp4 r"L Historic District: Yes No Parcel ID: L0 T 49 Bo c r- q T/c-R• A I To wN or- s/f -N% e4j) Residential c ommercial Type of Work: New LJ Addition Alteration Repair Demo Change of Use Move Description of Work: 13 U 1 L-D/ H(r A- S /NG (.0 r dm6 Plan Review Contact Person: - a2¢GEdZI I'--L4/1:ES Title: P9E5_11Q5Y/ Phone: 321- 2-3t-3266 Fax: Email: 1FLA_KEsZ_> (19dCKC •CdM Property Owner Information 2 +, /' Name LO p. R-A l Ne S UA&C Phone: 72.7- 231 - v741 6 street: 11-3 3 VALE ME - t n - Resident-of-property? City, State Zip: S 0 3 2- l ! LS UN I VE2SA /2oc ! CbN siQ c/aA(Con ractor I"nforCmoation o % Z lam- 3Q 33 Name IZ60EA I FLA I4-L-5 Phone: 3 2,1 - 2_,31 220 - CE CC Street: -',,/ TS-fL C /R' Fax: RFI-, 1<L-S n i UIZOC-K-(2- , Cd Y CVVity, StateZip: fly64 IY /L -9¢7 State License No.: t G6P 56?62 5 Arch itect/ Einrgineer Information Name: Sh CSC f'( iS IV C Phone: Street: q Zk S N-P OW yt 5 , cJ Fax: _ City, St, Zip: h,1<_ LN 1A 1J L- 3 3 SO E-mail: Bonding -Company: 9(S_ 9S4_I 9'&3 - 95F - Fig W ATC_( L5T6 NC_ Mortgage -Lender: M6gT — Address: Address: 26i ( L6r,- RD. Ste. 6 QC) W iN r E2 ?Af K, R 32- 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 a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC-I1153 Shall -be inscribed -with_the date of -application -and -the code in -effect -as -of -that -date: -5`'-Edition-(201A)-Florida-Building-Code Revised: June 30, 2015 r"o Permit Application of G' ` 'bc e?, Ol (%4'A c C,4 oo naI,, Qx.)I)y pa V,r Imo) y NOTICE: 'In addition to the requirements of this permit; there maybe additional restrictions applicable to this property that maybe 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 plait. review charge and willbe considered the estimated construction value of the job at the time of submittal.' The, actual, construction _vaIue will;be.fgured.based-on-the.current.,ICC Valuation-Table,in'. effect. at,the,tinte-the,permit.is:issued, in - accordance with local ordinance.. Should: calculated charges figured tiff the executed contract exceed the actual construction valise, 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 lawsregulating construction and zoning. Si W f ownAgent D to Signattue of Contr tortAgent' slate Print Owner/ Agent'' 'arse rim antractoxiAgenrsNamt 2 1 kl I)AIV 11MW FF24103 expires 6/ 18/2019 u ig xa Notary -State of Florida Date NATALiF LOPEZ Notary Public, State of Florida r, Commission€ i FF 242256 1y tgmmtcs iesJurla 21, 2019 Owner/Agent- is Personally'Known to -Me or Contractor/Agetat is Personally nown.to Me or Produced ID _ Type of ID 14 Lc Dr- Produced ID Type of ID BELOW ISTOR OFFICE USE ONLY Pe mit&_Req. aired., .:Rwlding. _Electrical R.. Mechaslical.5' _Pl.umbingg GasE]Roof Construction Type:yg Occupancy Use: ILSS Flood Zone: S(E C Total Sg Ft of Bldg; 50(00- Min. Occupancy Load: tto # of Stories.2 New Construction: Electric - # of Amps 2-oo Plumbing - # of Fixtures Z Z Fire-Sprinkier-Permit:- YesO--No # of Heads Fire Alarm Permit:- Yes -FT No 2-13"1° 6- APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: tih c L Z' FIRE: BUTLDING,'E 19.18 COMMENTS: _ Ok to construct Single Family house as shown on plan. Meets area and dimension regulations for the s%zoning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. Revised: June 30, 201 5 Permit Application FEB U 2018 CI Y OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ '71 3 57 Job Address: TCAPPL_SS NVE . SMl dUr %4' Historic District: Yes No Parcel ID: LOT 4F 80CK 9, TI&X Al TowN OF S/HFd4.9 Residential R"Commercial Type of Work: New LJ Addition Alteration Repair Demo Change of Use Move Description of Work: 13 u l t-D1 ti&- A- : 'Ifi T - 1-_-4A9 / L V yDME Pp2Cru., M 2 S - 9 - 3d --S'A C, -o`ice - 00- Plan Review Contact Person: P-6GEdr FL4/<,C-5- Title: /` 9E _10&Y% Phone: Z" 23/32 6 Fax: Email: Property Owner Information G NameLOR. R-A l Ne S hVA& Phone: 72.7- 2 3 ! ^ ( Jb Street-... 2-. ` - 3 3 YALE Aye, -Resident-of-property? City, State Zip: S A f-0'ZV I T'L. 3-Z UHf VER54L l 6QK CdN STG UCj(dtYConractor Information 4O r% Z 5l- YQ Name IZ68tR 1 FLA K—_5 Street: _ l 7S 5L,1- PEEK TT L1i C /.//?, City,- StateZip: WHY/ 6k 6V PEN. /rL _9567y Phone:-? 2,1 - ?2gd - eE tL Fax: nn i//(/ 2Dc-l C • CQI( State - License -No.: (,GrC _5A9625 n ,( Arch itect/E nrgineer Information ` / c _ Name: spc_ I' - S6 l l Phone: 1S b.3- 9 ( S - 1 S ` -1 Street: Lk S [+ND W IAN'L 5T_r=S Fax: g6,13 City, St, Zip: h.P Lk 11 F L 3 3 SO E-mail: i W s C Bondin lWort a eLender: 6A62 Address: Address: 20o C`r_- RD. wlHTEV, PPRK/ R .323 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; "CONSULTWITH- YOUR""L'ENDER""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 af-that_date: "5!h"Edition-(2014)-Florida-Building-Code Revised: June 30, 2015 Permit Application NOTICE:"Ih addition to therequirements of this permit, there maybe additional'resttictions applicable to this property that maybe found in the public records of this county, and there may be additional pennits requu•ed.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.Valwtion 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. si e f own !Agent D to signature of Con for/Agent Date FUFW a-F241973 Expires 6/18/2019 Owner/ Agenfis 'Personally'Known to -Me or. Produced ID _ Type of ID A Dt— Name ary- Mate of riortrta uate NATPL1E LOVE PNotary Public, btata of Florida rs, ° oirmis, sin !?-: FF 24 2256 i r fry rsr r?: s:,:iias;ltli?2::1; 2Qi9 Contractor/Agenfis Personally ] o,.wn to -Me or. Produced ID Type of ID --— BELOW IS FOR OFFICE USE ONLY Permitsi2equir_ed:_ — Building—Q. _Electrical.0. liieeliatiicat0. _Plum gE1— G sEl .Roof 0_ Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures dire-sprinkler- Permit:- YesO--No-Q- #ofHeads- -Fire -A-larm-Permit: Yes-Q- No- R. - APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: & 2" 6-164WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application h Revision Response to Comments MAR Permit # C407 Submittal Date Project Address: Contact: Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING INFORMATION Approvals SF 3•i9•t t 1 e is PLAN REVIEW COMI4IENTs Building & Fire Prevention Division Application Number: 18-675 Date: 03/01/2018 Project Description: New SFR Contact Name: Robert Flakes Job Address: 716 Cypress Ave Contact Email: RFhakesCWU,RockC.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordf -gov. Provide two copies ofaffected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. i g- 9- IF COMMENTS: 1. Two (2) copies of a truss placement diagram from the truss manufacturer is required to be submitted for review. FBC 1.07, FBC 2303.4.2 SEC /+-r'TAC- fC— I I- WO C.2) C-Oq I C S 2. Please provide a complete interior load bearing wall detail on the plans. The only structural reference to load bearing walls are on the footer details. Detail shall include all required structural connections. FBC 107, FBC 2308.5 [: p)ZAW/k/6-3U6UP-64 9 3. Please provide a header detail on the plans. Header detail shall address all conditions — interior load bearing walls and 211 floor exterior wall openings. Header detail shall 'include header size, jack stud requirements, full length studs required and any structural connections or strapping. 5 C C— D,/ /3 y //G 5c C.tl tJJ760 FBC 107, FBC 2308.5.5 4. Please show the location of the openings and required headers in the interior load bearing walls and exterior 2°d floor walls on the framing page (Sheet 4) for clarification. FBC 107 5. The attic access size as referenced on the plans is incorrect. The minimum access size is required to be 22x30. Please revise all necessary plan pages. FBC 107, FBCR R807.1 6. Please verify that the garage area does not require an attic access — an attic access is required if the attic area has a vertical height of 30" or more and an area greater than 30 square feet. If required, please reflect the attic access on the plans and the electrical requirements for a light. FBC 107, FBCR R807.1 7. The elevation pages indicate the house will have a shingle roof, however the typical wall detail on Sheet 1 shows a metal roof. Please clarify and revise so the roof material is consistent on all plan pages. FBC 107 111 1 8. Please provide all required truss connections for all applications on the plans — such as the garage roof truss connection to CMU, truss connections to interior load bearing walls, etc. FBC 107, FBC 2303.4.4 9. There are 2 different foundation details labeled as "4/1". For clarification, 2 details should not have the same label or call out. Please revise the foundation page as necessary. FBC 107 10. The 21 Floor contains 3-ply girders. Please verify that there will be a continuous load path underneath the truss girders, as they plans do not specify any sort of posts or built up stud packs at these locations. 4 FBC 107, FBC 2303.4.4 11. Please provide two (2) copies of electrical load calculations. Load calculations shall specify the minimum load and the required service size. This can be submitted on regular 8.5x11 paper and is not required to be signed & sealed. FBC 107 SCC ATTACMf D - I lni6 (Z.) 12. The plumbing riser submitted is not legible and contains a few errors — the riser appears to indicate a 2°' floor bathroom at the 15t floor, the 211 floor washing machine is not shown, and the branch line for washing machines is required to be 3" minimum (FBC P406.2). Please revise and resubmit two (2) corrected riser diagrams that are legible. FBC 107 Sf— P1?AYV11gC'5 (CC.OUD'FrD) 13. The Florida Product Approval package is incomplete and incorrect: All Product Approval must be approved under the 2017 code version Each product must include the Florida Product Approval and corresponding installation instructions. Cut sheets from the manufacturer are not acceptable. SEC 2-t\/tSED P624DOCi IVPR Y#- iWC- (L1166— FBC 107 A-ITI411-, br 0 A" 14. Please submit two (2) copies of Florida Product Approval and corresponding installation instructions for the following products — all exterior doors (the French doors were not submitted), horizontal slider and fixed windows (single hung windows were submitted), the 8' wide garage door (not submitted) FBC 107 15. Please submit two (2) new copies of a Sanford Product Approval Specification Form due to the missing and inconsistent information on the one submitted for review. FBC 107 INCOMPLETE REVIEW" Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged bV phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official 2- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Robert Flakes Firm: Universal Rock Construction Services LLC Address: 17544 Deer Isle Circle City: Winter Garden State: FL Zip Code: 34787 Phone: 321-231-3260 Fax: Email: rflakes@urockc.com Property Address: 716 Cypress Avenue Property Owner: Lorraine Savage Parcel identification Number: 25-19-30-5AG-090A-0040 Phone Number: 727-239-6946 Email: The reason for the flood plain determination is: 0 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) e OFFICIALUSE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 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 E The parcel is not in the: E 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# 18-675 Reviewed by: Michael Cash, CFM Date: February 12, 2018 30 0BOUNDARY SURVEY FOUND l/Z' IRON ROD No IDENTIFICATION DESCRIPTION (As Furnished) LOT 4, BLOCK 9, PER A, TOWN OF SANFORD, according to the I y plot thereof as recorded in Plat Book 1, Pages 55 through 65, of the Public Records of Serninoie County, Florida, LOT 9 BLOCK 9 TIER A FOUND 1 RON ROD NO IDENTIFICATION "-+I END OF FENCE IS 0.0' N. AND 7.0' E. ASPHALT IS V E. (ON) a I LOT 10 BLOCK 9 a w TiER A so Q FOUND "X-cur NO IDENTIFICATION b Z WALK CORNER IS 0.5' N. AND 2.0' E. ICILOT3'6ttiCif 9 \ 0 TIER A 7 I T Jt m I SCALE: 1" = 30' IW4721'E 116.83'(m) N89'43'10"E 117.00'(p) TTOK W- ; hJ-40 A;:(T 8 ^ ! S89'43'10"W 117.00'(p) ' a...ss•,arNw•..- NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK 3503901 ELEVATION 29.012' NAVD 88 2' CURB & EDGE OF PAVEMENT EIGHTH STREET_ 50' PLATTED RIGHT OF WAY 21' ASPHALT ROADWAY cJ FOUND 1/2' IRON ROD NO IOENhhF1CATION BACK OF WALK IS 00' E. 1 I s ^ W g E w 1 r... I Q c0 wrvelJ '7n En a Q' W 5 < 0 r pup. I i I1 BENCHMARK ON NORTH SIDE OF POL ELEVATION - 28.48' FOUND 1/2'1,RON ROD ND IDENTIFICATION BACK OF YULK IS 0.1' E. SW43'10'N 158.ao'(p) ear. FOUND 4" ROUND CONCRETE MONUMENT NO IDENTIFICATION TYPE 3- o l cs pL y PROPERTY ADDRESS FURNISHED: 716 CYPRESS AVENUE. SANFORD. FL. 32771 AREAS OF INTEREST: i CI,-"ALT ALLEY EXTiYOS TtiROU34 WEST AREA OF SJB"ECT PRCPER'Y. 2 CONCRETE WALK EPTEtJDS O Zi SW AREA OF SUBJcCT PROPERTY. CERTIFIED TO: XFF HUDDLES T ON! UMIVFRSAL tOCX CONS'RUCTION SERVICES Stand an the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Pon.l Number 120294 0070 F, lost dated 09/20/2007, it appears from a sealing of sold map that the land described hereon le shown to be In Zone 'X', AREA OF MINIMAL FLOODING) Said FEMA map Is not a Survey and no responsibility Is token for the Information contained in or the accuracy of the above referenced map. 1. This Plot represents a Boundory Survey of the desafM.ton as furnished OSW Surveying and Mapping. PLC. per Giants Instruction and makes no dolma r.Wdhg --.hlp or rights of p.m vuslon. 2 Bearings shown her..n are based on the EAST line of DESCRIPTION, 9eMg-S-OO"WOO`- E. ASSUMED, DATUM. S. Thin sunmyar has not aor had the public records or abstracted the land 0. hereon far eo*enente. Hght of ways. rovenant. and r vialaNens or attar pertinent document. which may be found M tie publb records of this county. This research woe not included in the coop. of a 14— of this firm. 4. Th. r.latly. di.t.— curryy for boundary dlrn.r.lan. shown h.r.- l. in -.a.. of i Foot in tto. 0 Fast. fi. Underground knprowmelts and utaltlae have not been located. 8. This eurvey :e .rrned by OSW SuneyMq and Mopping, PLC, is far Me aingufar ux by pis Idlantsbintllnyorn wi tout err sib off. ands orlstated r018tdose i' tQd h"oisandsyoThisHawing No thirdparyty IN authorized to .9. it)!. drawh4 H any way, and INN surveyor shall not be held [,able for damages reeulGny from the unautho 12ed or illegal uamtions ar *it— pte at oirwmvanting proscribed lows or professional ke payments. All ptat*, report*, notes, plane, epedficodona, computer f1os, field note or data, other docum-t..nd Insbuntents pray" by this firm de instrumento of serlde. anda all, the property of thi. flan. This firm shall retain all Common low, staWtory and odtK reserved Nghte. Including the copyright In, The original of thin dra.L g remain. the property of OSW Surwylnq and Mg. PLC. 7. 8.INng aa. F.- ibe, Et. are not to b..-d m a wey to reaa bwt bounday 10n0 Ideation. PLEASE VISIT OUR WEBSITF_: WWW,DSWSURVEYS.COM +• PROF ESSIONAL.SURVEYORS AND MAPPERS Is DwiCERTIFICATION OF AUTHORIZATION #LB7945EV 4500ORANGEBOULARD, SUITE 1000 SANFORD, FLORIDA 32771 5' urveying & Phone: (352) 735-3726 Mapping, PLC JOB NO. 17.2205 Sheet 1 of 1 AND a Light Pala Fire Hydrant p Delta (Intersection Angie) DENOTES CONCRETE RRadiusL Are Length WF Woad Far— I. I.E. Utility Eae.manl M) Meawlred PC >• Point of Curvature CBW Concrete Black Wall PT a Point of Tangency PI >< Paint of InteremG.n Pe = Plat Book PO ( 3) a. Pa e(s) CNF Coma, Not Found CHUL Overhead Utiily Lines Point Beginning PROPaintofReverseCurvaturetom-- Link Ewovc.. POD of P_ qC_ 'loCmaacemeat R Right-of--Wmoy ttTBSL7 B. Adkq Setback Line POC Point of Compound 0.—'ure Denotes Utility Pole P) Per Not Ca+ tedina well COL. a Column bd a Wate M.ter o Covered RP e R91ua Pont R) - Radial Comer Not CNACNotAcaeeeibieNR) Non Radial a C A-i ted eFE = Base Flood Elevation O.U.E.- Drainage & Utility Eaaament EIOWPP Equipment D.A.U.E.- Drainage, Access At Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSUR\tEYS.COM DRAWING: 17. 2205 SURVEY DATE: 08/24/17 INTENDED DISPLAY SCALE: I' = 30' 1 DRAWN: HSY EXPECTED USEOF THIS LAND: RESIDENTIAL PURPOSES IEINCEF115 7 IS /I ED NMEETS OR E S SCHAPTER ME S AN PRArCEASETFORTHNOTVAUDIRCAND THE ORIGINAL SEAL OFTIFGI I SURVEYOR AND MAPP DOUGLAS S. 1NLUS.,, Bitch' Regiatrtrtion 111 5984 IF Gpsi R BOUNDARY SURVEY NOUIDEN DESCRIPTION As Furnished T LOT 4, BLOCK 9, TIER A, TOWN OF SANFORD, according to the plat thereof as recorded in Piot Book 1, Pages 56 through E5, of the Public Records of Seminole County, Florida, ss l W TIER A m SCALE: 1" = 30' LOT 9 BLOCK 9 I t r TIER A Na94o'z1t 11661(m) fOl1N0 1/Y IRON RODNOIDeaCATION FOUND 1/2 IRON R00 N89-43'10"E 117.00'(p) BACK OF WALK is at' E. NO DEN FCN ATIONENDOF' FENCE IS D.D• N. ANO 7.0' E. F 1 "` I CL LLJ ASPHALT IS V E. (ON) -N iy l,:- t- - ,) p cJt z aJ 4f E LyJ 3 T 70 1 tD g . LOT 10 < :9 M I'..- lt,1$ : ¢ CA: BLOCK 9 w TIER A Qxa n I g J) n 10 Y ej ` n Ofnj FOUND "X-CUT' O .` K CONORNER1ISz , f •' rd H I i+ 0.5' N. AND 2.0' EJv Y- s ji U S89'43'10"W 117.0O'(p) SRE BENCHMARK y.,:„ ewraknern-sa e jw - -><? n .,., Lsdr_f l1tX_aIAA._ ON NORTH SIDE OF POL ELEVATON . 2&48' 2' CURB g EDGE OF PAVEMENT µ 11 _ FOUND'9"RON RODNoIDENnn.1. BACK OF WALK IS 0.1' E. EIGHTH STREETEET_ SW4_"C_W 19e.00b) 50' PLATTED RIGHT OF WAY FOUND 1 ROUND 21' ASPHALT ROADWAY CONCRETE MONUMENT NO IDENTIFICATION NOTE: TYPE. 1--ii GgAD ELEVATIONS SHOWN HEREON ARE BASED ON SEMIN01_E COUNTY BENCH MARK PROPERTY ADDRESS FURNISHED: 43605901 ELEVATION 29.012' NAVD 88 716 CYPRESS AVENUE. SANFORD, FL. 32771 AREAS OF INTEREST: x 1 ASPHALT ALLEY EXTENDS ThROLIGH iftEST AREA OF SJB ECT PROPERTY 12 CONCRETE WALK EKTE-40S O1.,ER SW AREA O' SUBJcCT PROPERTY. CERTIFIED TO: XFF Hk1OJLES TON UNIVERSAL :ROC4 CONSTRUCTION SERVICES Seminole County, Florida, Community Panel Number 120294 0070 F, toot dated 09/28/2007, It appears from a scaling of gold map that the land described hereon 16 shown to be in Zone AREA OF MINIMAL FLOODING) Said FEMA map Is not o Survey and no responsibility U token far the Information contained in or the accuracy of the above raferencsd map. 1. This Plot represents a Roundary Survey of the description as furnished --- - - -- DSW Surveying and Mapptriq, PLC, per dltnt's InstrucUon and makes no dolma regarding ownerahlp or righla of Paaaseslon. 2 Dealings shown herean ore Dosed on the EAST fine of DESCRIPTION, BeYrg-4-ODbD'OLY E. ASSUMW OA;W- J. This surveyor hoe not saorched the public rmords ar abatroeted the land h.— he, an iar enasmants, right of ways, eovanenta and restrlettons or other partlnentdorimsntswhlchmaybefoundinthepublicandofthincounty. This research was not included in the atop¢ of ..Me- of this rum. e. The relative distann cur yy (er Daundary dlmenebne Mown harsan I - in -can or t Foot to tO,000 F..L 5. Underground wrap,.--te and .tuition have not bean locate, 6. This survey pperformed by OSW Surveying and Mapping, PLC. is for the singular Kee by the dl:,," nomad hereon for the eApresa stated purposeis, heron.,. This drawing to not IsgoOy bindMpi without my signotws and originsi raised emboso.d sad. No third party Is auNvorfred to as this ora.Ingg In any wey, cnd the ourvsyor Mall not be hold table for damages resultingfrom the unauthcliled or illegal exeautlons or attempt. at ciralmveneng prescribed laws a professional fee payments. Ali plats, reports, notes, plans, spealfloadons, computer flan, field notes or data, other dacumwta and instruments prepared by this firm as Instruments of service shag remain the property of MIa Rren. This firm Mdl retain all common lawstatutory and Other reserved rights, Including the copyright thereto. The alglnal 161. drawing remains the property of DSW Surveying ono Mapptn PLC. 7. Suldh,g ties, Fence tin, Eta are of to be seed as a way to reeanebucf Daundpry tiro loeatbn. PLEASE VISIT OUR WESSITE: WWW,DSWSURVEYS.COM ••w• PROFESS IONAL.SURVEYORS AND MAPPERS y _ W CERTIFICATION OF AUTHORIZATION #L.B7945 4500 ORANGE BOULEVARD, SUITE 1000 SANFORD, FLORIDA 32771 S u r v e,y l a g& Phone: (352) 735-3796 Afa fng, PLC. JOB NO. 17.2205 Sheet 1 of 1 RVASIONS AND ADDITIONS Light Poi. Fire Hydrant p . Odta (Intersection Ang e) i _ DENOTES CONCRETE R - Radius L - Are Length WF Wood Fon.. U. E. - UURty Eosement M) Measured PC : Point of C.Mture SW Concrete Black Wall PT Pont of Tangency PI Point of Inttlesoti- PB = Plot Book PO ( S). Paqe(s) CNF Comer Not Found CHUL Overhead Utility Unee PRO a Paint of Reverse Curvotare PCs a Point of Baginntng C1P _ Cinla_Link_ Esaea. Alr- ecomhorer- PQC PdnLat..Camteaoeemmt Three. tp41ef1- R/ W s Right -Of -Way CJ7-" 1• DSL Building Setback Lin. PCC - Point of Campaund Cu,.ture Denetae UtgPty Pate Per C-t.,Ins 8 e Weil COL. Ccfu bd voter Meter T m Raeelus CA d Pdnt R) - Radios CNA - Comer Not Accmibie NR) = Non Radial C) m- Calculated BF= Base Flood ©emotion D.U.E. Drainage At Utility E.—ent EWPr Equipment D.A.U.C,• Drainage. Aceeas & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS_COM DRAWING: 17.2205 SURVEY DATE: 08/24/17 INTENDED DISPLAY SCALE: I" a 30' 1 DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THl 1;• 'TRY REPRESENTED HEREON MEETS OR EMCEE THE STAND PRIXCTICE AS SET FIXiD, IN CHAPTER Al'- ti AA II tiLSTRATIVE CODE. PURSUANT ail. ''.f71027. FT.DWOA STATUTES NOT VAUD YIH1704t A, Ii,FJIM ANO THE ITRIgNAL SEAL1AtNSURVEYORANDMAPFate y 10 „,w,. DOUGLAS S. VALL13,,, 4F des' Registration # 59114 t CITY OF SkNFORD FIRE 0EPARTMENT Building & Fire Prevention Division RESIDENTIAL (NEW CONSTRUCTION) PERMIT GUIDELINES All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: APPLICATION AND SUBMITTAL REQUIREMENTS V/ PLBuilding Permit Application completed, signed and notarized. EV_.,, Copy of a contract, signed by the contractor and the property owner, indicating the documented 5 destruction value pplication must include correct address and complete parcel I.D. number. Contractor information is required to be included on the permit application (if contractor is applicant). Applicant must include the name of the designated plan review contact person, their phone number and CVeither a fax number or email address on the Building Permit Application form. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/ she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida ( must be submitted with each application if contractor is the applicant). Owner Builder Statement / Affidavit (if owner is applicant). Must be signed in person at the Building Department) VIA Approval letter from sanitary sewer provider (if other than the City of Sanford). Copy of the onsite sewage disposal system construction permit issued by Seminole County Health w1kDepartment (if applicable). M/ r Seminole County Impact Fee Statement (multi -family only). jTwo (2) sets signed and sealed building construction plans. C? , Two (2) signed and sealed site / plot plans. EieVTwo ( 2) sets signed and sealed floor and roof truss engineering. Two ( 2) copies of completed and signed Sanford Product Approval Specification Form. can be found on our website www.sanfordfl.gov under "Building Permits", then "Forms") hen listing products, please provide only the exact products that will be installed. Generic packages will not be accepted. EV wo (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. o ( 2) copies of completed energy calculations. Energy calculations and EPL card must be filled out Z Tnwdsigned by all required parties and indicate City of Sanford as the Jurisdiction. o ( 2) copies of equipment sizing calculations. wo ( 2) copies Plumbing drain, waste and vent riser diagram Please see the following pages for construction document submittal guidelines ** Effective: August 1, 2017 Page 1 of 6 THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SI LAN / PLOT PLAN Lot number Address / Legal Description 9" Setback lines from principle structure and any accessory structures to property boundary (minimum of eight; two on each side) Primary building setback lines/envelope fNA Location of any fencing that is currently installed on the property, as applicable. CY A/C unit locations with setback from property line PtGas tank or appliance location with setback from property line and distance from house. Specify size and whether in -ground or above ground. riveway location with dimensions. Please indicate if existing or proposed. Survey type Existing easements: drainage, utility, etc. Building separations, if applicable ocation of septic systems Flood zone reflecting current FEMA map revision date Lot grading type (A,B,C, etc.) levations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A and B lots) Lot corner elevations and break point elevations Drainage swales (if applicable) with profile view EV Proposed finished floor elevation BU LDING PLAN Construction documents shall indicate code edition being applied Construction type Plans to minimum 1/4 " scale Designer information: name, address, registration #, seal and signature on all signed/sealed pages Page size minimum 22" x 34" All pages numbered and labeled Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (residential) Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary For additions, alterations and renovations - please indicate the portions of the home that are existing and WNproposed, as applicable. This includes any structural/non-structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details. Effective: August 1, 2017 Page 2 of 6 FL R PLAN Building area tabulation C t' Room size CCU' orridors C3-' Stair location/guardrails IVI+ Safety glass locations Egress door and emergency escape windows sizes and locationVStairsconstructionrequirements k Special column/post anchorage V Interior load bearing wall locations Shear walls C'l Down cells Lintel schedule Cal/Attic access location and size Accessibility restroom (door) location Ii Fire resistant assemblies Identify options to be used FO NDATION / SLAB Filled cells with reinforcement locations C'/!ooter denotation/details Ce/ooters minimum 12" below grade Interior bearing walls/pads C' Porch pads/footers J / Brick ledge detail Slab thickness/steel/fiber mesh Vapor barrier/termite treatment type Ee Reinforcing steel over lap C Or Relieving arch steel at pipe penetrations All wood minimum 6" above grade 94/k Crawl space ventilation N/A -Termite shields A /k Stem wall foundation may be required for setbacks less than 10 feet, as deemed necessary by Planning I" & Zoning. To verify if this is required, please contact the Planning & Zoning Division. EL CTRICAL g Service riser diagram Electrical load calculations Bonding/Grounding to foundation steel Service location V Panel locations Receptacle lay out GFCI protection Cam/ AFCI protection C' Tamper resistant outlets Ceiling fans C3' i Outdoor receptacles 0/ Disconnecting means Switches/lights C7 Smoke/CO alarm locations hard wired, interconnected and battery backup Effective: August 1, 2017 Page 3 of 6 EL ATION (front, rear and side views) Attic ventilation Roof pitch E? Roofing material Exterior finish/stucco thickness Height/bearing elevations Cl Window and door opening locations H/Pr-Chimney location/height MECAANICAL Equipment location Anchorage for condenser, engineered to meet wind loads Protection in garage locations Clearances at equipment Structural detail for air handler in attic EV Room ventilation Duct layout (usually in energy calculations) R-value of ducts CFM's Balanced return/ducted, transfer ducts or grilles Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air Energy calculations with equipment sizing calculations IYIA- Skylights PLUMBING Plumbing waste riser diagram C-/ Water heater location Cif' Fixture location FUEL GAS BTUs each outlet and total BTUs 0 Pipe type and total length S` LP regulator and model type Combustion air vents Location of equipment Venting Gas Type Gas Pressure Gas piping riser ROF TRUSS LAY OUT Truss I. D. #s Layout, required on plans and a copy included with truss package Signed/Sealed truss engineering package Strapping/fasteners/truss tie -downs DETAIL SHEETS OR NOTES Footings Beam to wall and/or post attachments Post/column and beam construction Interior bearing walls Effective: August 1, 2017 Page 4 of 6 21 Stairs section tM— Chimney construction j A- Dormer construction Floor framing P2-L6,* Entry construction Arched windows ilk Bay windows IVA- Frame to block connections y t(- Knee wall construction l,( /a- Sky light framing IN ('Top plate splicing requirements Steel requirements (footer, lintel, vertical pour) Grade Over lap Veneer Shear wall locations and construction Connectors Fasteners 4 Roof sheathing & diaphragms Fasteners Blocking Wall and gable sheathing fastening Hit Gable end, frame and block, vaulted and flat IVA-Conventionally framed roof members ` i (- Us( J Glass block X11 Header schedule, including strapping/anchorage and frame supports (bearing walls) E/ Bearing/non-bearing wall detail Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly Garage and swing door buck fastening Ceiling diaphragms Blocking A- Any conventional framing Effective: August 1, 2017 Page 5 of 6 MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Must be site/lot specific. Generic Packages not accepted ** Roofing installation instructions & compliance with ASTM standards C Window and mullion installation instructions Garage door, sliding glass door and swing door installation instructions Siding installation instructions 1 Soffit installation instructions t-'Glass block installation instructions PRO CT APPROVAL Completed Sanford Product Approval specification sheet Florida Product Approval can be located at www.floridabuilding.org. Product Approval must be approved under the current code edition FS 553.842, FAC 61 G20-3 Product Approval and manufacturer installation instructions must be specific for the home being built. Generic packages including multiple items that are not part of the specific project will not be accepted. These guidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Effective: August 1, 2017 Page 6 of 6 THIS INSTRYME T P E,j1RED 11111111111111111 Addess i i' /-, /'2, Et1Ti101-E COUNTY l? G(• CL.ERK OF CTF:CUTT COURT 11 COMPTROLLER. NOTICE OF COMMENCEMENT RFE= '0RE'3s.Q.2I/I'll Ia 4 ~•,~ y,; FI1 E C OC D 1l`K, FEES L111.00 C" ` State of Florida l+E't t F F ij ri h " &( / County of Seminole / 4 H Permit Number: Parcel ID Number: % l i rfyt%T I, The undersigned hereby gives notice that improvement 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. DESRIPTION OF PRO(3PERTY: (Legal description of the property and street address if available) 7- 13-L T /M A 4 To wN a;- S,*XroRpi Ac-cof lAr, /0 / . PLA:7- K d A- - !Z C61LOAD i,V PLAT HMX /, P*G&S 5G 71,2A GENERAL DESCRIPTION OF IMPROVEMENT: Nc d /JMrc- C s a f, OWNER INFOMATION: Address: `' ' J' / Ui K1- nyt:' Fee Simple Title Holder (if other than owner) Na rUGi) m! iICYS._ Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE- COMMENCING -WORK-OR- RECORD! NG-YOUR NOTICE -OF COMMENCEMENT. -- — - Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to the best of my k owled e and wners Signa Owners Printed Name tute71313r.( 1xg): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead State of 4, Countyof The foregoing instrument was acknowledged before me this &qS day of —) rr1, 20 by JP' 4i/- Z A,i,j l teS o i Who is personally known to me Name of person making statement L 'I 3 OR who has produced identification TO type of identification produced: f r` nir _. N 3,1 L ? i °i L MASON DOMINGUEZ pQ` yRTIFIED COPY GRANTMALOY NOTARY pU QERK OF T , E CIRCUIT C RT aj -STATE OF AND CO ROLLER(' L n> FF IN ! OUNTY, F FSt`' i 8'wi-n NotZSgn. p , aC' DEPUTWCL 1:F SCPA Parcel View: 25-19-30-5AG-090A-0040 Page 1 of 2 fpsJ+C Property Record Card p err Parcel: 25-19-30-5AG-090A-0040 Property Address: 716 CYPRESS AVE SANFORD, FL 32771 Value Summary 2018 Working 2017 Certified Values Values Valuation Method j Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value j Land Value (Market) $10,280 10,280 Land Value Ag J i Zfl rke Value $10,280 10,280 Portability Adj p Save Our Homes Adj $0 0 Amendment 1 Adj $0 0 P&G Adj $0 0 Assessed Value ( $10,280 10,280 Tax Amount without SOH: $195.00 2017 Tax Bill Amount $195.00 Tax L-'stim.... .... Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 4 BLK 9 TR A TOWN OF SANFORD PB 1 PG 56 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 10,280 so, 10 280 Schools . 10,280 0 10 280 Cdy Sanford 10 280 0 1 10,280 SJWM(Saint Johns Water Management) 10,280 0 10 280 vv__.- .vim_. 10,280 0,$10,280 County Bonds Sales Description Date Book .........._. Page Amount Qualified i Vac/Imp_..........._. WARRANTY DEED 1/1/2018 091?.6ii 191.9 32,000 Yes Vacant WARRANTY DEED 5/1/2007 06707 0203 35 000 Yes Vacant QUIT CLAIM DEED 4/1/2005 06297 0877 100 No Improved WARRANTY DEED 3/1/1996 03044 0557 100 No Improved SPECIAL WARRANTY DEED 3/1/1990 02 62 0529 6 200 No Improved CERTIFICATE OF TITLE 9/111989 02?07 1722 20,000 No Improved QUIT CLAIM DEED 6I1/1988 019I9 0242 33,6 No improved QUIT CLAIM DEED WARRANTY DEED 7/1/1987 1/111964 0187 4 00506 0447 05}2 .......... 100 100 No No dImproved Improve i Find Gornparatda Sale, 1 Land Method Frontage Depth Units Un Pnce Land Value FRONT FO 8,DTH 66 00117.00 0 175.00 10,280 httn://narceldetail.sci)afl.org/ParcelDetailInfo.aspx?PID=2519305AG09OA0040 3/19/2018 SCPA Parcel View: 25-19-30-5AG-090A-0040 Page 2 of 2 Building Information Permits Permit # Extra Features Description Description I Agency Year Built Amount CO Date No Permits Units Value No Extra Features Permit Date New Cost httn://i)arceldetail.scpafl.org/ParceiDetailInfo.aspN?PID=2519305AG090A0040 3/19/2018 New -Home -Sales Construction Contract This contract is made and entered into this _15th_day of _December_, 2017, by Universal Rock Construction Services Corporation, referred to hereinafter as Builder, and Mr. and Mrs. Jeff Huddleston/Savage, jointly referred to hereinafter as Buyer or Owner. W ITNESSETH That for and in consideration of the mutual promises, covenants and agreements herein contained and other adequate consideration, the receipt of which is hereby acknowledged, it is covenanted, stipulated and agreed by and between the parties hereto as follows: 1.) Universal Rock Construction Services Corporation will provide all management and services that will be necessary and required to construct a Four (4) bedroom, 3-1/2 bath, 3 car garage home with approximately 2278 Living s.f. and 3060 total s.f. , as designed by Mr. John Pilky, (drawings dated 11-20-17A, 1,2,3,4,5,6. The home will be built-for-the - Buyer- on- r-eal-proper--ty- located- at-7-16-Cypress-Ave., Sanford,FL-hereinafter- referred to as the "Lot." Also (see"attached; the Huddleston/Savage Residence Features. Builder shall be liable to Buyer for furnishing all of the materials, labor and services necessary and required to construct and complete the home and shall be liable for performing all duties necessary and required to construct the home in a workmanlike manner. Builder is required to proceed on the basis of trust, good faith and fair dealing toward -Buyer-. COMPLETION DATE OF CONTRACT: A.Builder agrees to construct the home -in a workmanlike manner -in compliance with plans prepared by John Pilky dated November 0, 2017- flooring material layout, Residence features and specifications, which plans and specifications,,'.',are identified by and with the signature of the Builder and the Buyer, and which are attached hereto as Exhibit A and hereby incorporated by reference (the "Plans and Specifications"). Builder agrees to abide by all stipulations set forth herein this agreement and such other agreements between Buyer and Builder that maybe subsequently executed. B:Builder agrees to provide theadyer with a Certificate of -Occupancy, duly issued -from -The City of Sanford, FL, within 210 days from the date the Builder obtains a Notice of Commencement from the Buyer's lender, Notice to proceed from the Buyer, and a Building permit from the City of Sanford, FL. The completion date may be extended if change orders are made, if Buyer does not make timely selections of materials, materials for this project become unavailable, or as otherwise provided in this agreement. CC-NTRACT-P RUM 3.) The contract price for the construction of the home in accordance with this contract, hereinafter call "contract price," is, $187,931.57 (One Hundred Eighty Seven Thousand, Nine Hundred Thirty One and 57/100 dollars). The costs of building permits, builders risk and such other insurance Builder must obtain or possess under this agreement, surveys, -termite soil -treatment, water -meter and -water--meter- installation -fees and - sewer system connection fees. Builder will lock in costs for all identified scopes of work to be performed on the home. According to the city of Sanford, FL this lot previously had a home on it, and according to the city of Sanford building department impact fees are to be waived, therefore impact fees are not included in the cost of this home. If the city of Sanford decides at a later date to include impact fees, the owner will have to-pay-the-impact-fee-costs: -T-he-builder-has-not-included- those- costs. FINANCING: 4.) Buyer shall provide reasonable evidence satisfactory to Builder, prior to the commencement of work, that sufficient funds are available and committed for the construction of the home, including any allowances for changes in the work as may be approved -in -the course of -construction. -Unless such reasonable evidence is provided, Builder shall not be required to commence work. The failure of Builder to insist upon the providing of this evidence at any one time shall not be a waiver of the Buyer's obligation to make payments pursuant to this agreement and nor shall it constitute a waiver of the Builder's right to request or insist that such evidence be provided at a later date. CO N STRIJCTI GN _M SBA TS 5.) Builder and Buyer agree payments shall be paid by the Buyer to Builder per an approved draw schedule Within -five (5)-days after-Ruilder submits a payment request -in conformance with this paragraph and agreement, Buyer shall provide payment to Builder in accordance with this agreement. Draws shall be deposited into the Builder's bank account by the buyer. If materials, labor, or services are not in conformance with plans and specifications, payment shall be held until the nonconformity is corrected. ya• 6.) Builder agrees to provide all labor, services and management necessary for the proper construction and completion of work pursuant to this agreement as described in the plans and specifications. If changes are desired by the Buyer after the effective date of this agreement, such changes shall be in writing and signed by the Buyer. Additional costs-for-change-orders-are-the-Buyer's-responsibility. -Builder-does-not-have sole discretion about change orders. Any substantial changes in plans and specifications or design changes require Buyer's approval prior to construction. Buyer understands and agrees that any change may postpone the completion of the contract. Accordingly, the completion date may be delayed if additional material necessary for completion of change is not available and cannot be readily obtained through due diligence or if change requires -such -additional -work -that -it -cannot -be completed without -delay -to -the completion date. INSURANCE: 7.) Builder shall include in the cost of the home a builder's risk insurance policy covering material to be used in the construction and delivered to the job site. If property loss occurs due to fire, water, theft, vandalism, criminal -mischief - or other insured -casualty before closing, Builder shall restore the improvements to their original condition and, the construction completion date and closing date may be extended accordingly, if necessary. After closing, Buyer shall be responsible for maintaining all insurance on the home. Builder shall maintain workers compensation insurance and liability insurance. Builder shall defend,. indemnify and hold Buyer harmless from all claims for bodily injury and property damage, workers' compensation claims and property and liability claims arising based on the actions, inactions, or negligence of its employees, agents, or any other person on the Lot or performing work related to this project. Builder shall not be required to defend, indemnify or hold harmless the Buyer for any actions, inactions, or negligence of the Buyer, Buyer's agents, or Buyer's separate contractors. 3- EMERGENCY MEASURES: 8.) Buyer expressly grants to Builder the absolute right to use Builder's judgement to preserve the home during construction in the event of any emergency. Should emergency measures become necessary in Builder's judgement, and such measures incur additional expenses, Buyer shall promptly pay such additional expense to Builder upon-demand-and-such shall -not -offset -or -decrease -the -contract -price, -unless such - emergency is attributable to any action, inaction or negligence on the part of the Builder, subcontractor, supplier or any of their employees or agents or such persons who may be on the lot at the request of any of these. BUILDER'S REPRESENTATIONS: 9.-)- Builder--shall-not-be-bound-by-any -statement-or-representation-unless specifically -set - forth in this agreement, Buyer acknowledge that no representations have been made by Builder, its agent or employees to induce Buyer to enter in this agreement, other than as expressly set forth herein. GOVERNMENTAL COMPLIANCE: 10:) -Should-changes be required -by a governmental -or other authority -having jurisdiction over construction practices on the Lot with respect to the home, or in order to comply with restrictions of subdivision, such changes shall be at the Buyer's cost unless such costs are a result of Builder actions. Builder shall be imputed with knowledge of all current and legally enacted laws, regulations and codes applicable to or affecting the construction of said Home and will construct said home in conformance with such current -and -legally enacted -laws. Any costs -incurred -as a result of any modification in construction required by a governmental entity pursuant to applicable laws, regulations, or codes shall be borne by the Builder. UNAUTHORIZED WORK/ SEPARATE CONTRACTORS: The Buyer shall not perform any 11.) work related to the Lot or Home either directly or indirectly, except as previously agreed upon; -without -prior -notice -to -and -consultation with -the- Builder-. The -Buyer shall -be -responsible for coordinating with Builder all work performed by the Buyer or such separate contractor so that there shall be no interference with the Builder's performance of this contract. Further, the Buyer shall be responsible for all costs and damage related to or arising out of the Buyer's or such separate contractor's work performed for or on behalf of the Buyer. In the event Buyer chooses not to use Builder's suppliers, Buyer shall pay Buyer's supplier directly for materials and --also-be-r-esponsible for-delivery-and-safety-of-s-uch-m-aterials--at-the-home-and lot. Builder - shall credit at closing the predetermined allowance amount of the materials estimated for the home. There will be no Builder's warranty on products, material or work performed by the Buyer or such separate contractors. 4- 12.) The Buyer shall have the right to have an independent building inspector of the Buyer's choosing to inspect construction as often as desired to ascertain that the work conforms to good workmanlike standards. Buyer's decision to ascertain that the work conforms to good workmanlike standards. Buyer's decision to hire or use an- I ndependent- Inspector- does -not- affect- any- of -the- Builder-s-duties-or- responsibilities. Buyer and Buyer's representative shall have unfettered access to the Lot and home during construction. Buyer agrees that supervision of the working forces, including, without limitation, all subcontractors, is to be done exclusively by the Builder, and Buyer agrees not to issue any instructions to the working forces or otherwise hinder construction or installation of improvements on the Lot. OCCUPANCY/ENTRY: 13.) The Buyer understands and agrees that the Lot and improvements, equipment and supplies thereon constitute a danger to those who may enter on the Lot. Buyer shall not occupy or attempt to occupy the home prior to closing and transfer of possession as provided in this agreement without first obtaining the written consent of-the- Builder. Any-ent-ry- by -the- Buyer- onto -the- Lot- prior-to-closing-shal I -be- done -at - Buyer's own risk and in compliance with all federal, state and local safety laws and regulations. Buyer waives, releases and holds harmless the Builder, its officers, directors, employees, agents, subcontractors and suppliers from any and all claims, losses or damage suffered or incurred by Buyer, Buyer's family members or guests, as a direct or indirect result of any unauthorized entry onto the Lot. 14.) The Builder shall supervise and direct the construction, using its best skill and attention, and shall be solely responsible for all construction methods, techniques, sequences and procedures for coordination and completion of all portions of the work except as otherwise provided herein. The Builder shall enforce strict discipline among- its -employees -and -shall- not- employ- any- person -suspected-or- known -to- be unfit or unskilled in the task assigned to such person. The Builder shall be responsible for the acts and omissions of its employees and agents and its subcontractors and their agents and employees. SU BSTITUTI Gn. 15.) Upon Buyer's approval, Builder may substitute material, appliances, equipment, and fixtures of equal or better quality for materials, appliances, equipment, and fixtures specified in the plans and specifications and may make minor changes to the dimensions and layout of the Home which do not substantially affect its value. In the event -of -any -conflict, -plans -will -take -precedence over -the specifications. FORCE MAJEURE: 16.) If Builder is delayed in the performance of its obligation under this agreement as a result of strikes, lock -outs, war, unavailability of materials, floods, unusual weather conditions, governmental regulations and acts, subdivision regulations and acts, or other-causes--beyond--BuiW r`s--corrtroi;-th-enany time for perfur man ere-quirem-ents will be extended for the period of the delay. COMRL- ET-ION/CL-OSING 17.) A. Within five (5) days after the Certificate of Occupancy is issued, Builder shall inspect the Home with the Home Buyer. During such inspection, Buyer shall have the right to create a punch list of items to be corrected by the Builder. Builder shall expeditiously correct each item on the punch list in a workmanlike manner. After the Builder has completed each item on the punch list, Builder shall deliver a Notice of - Completion to the— uyer. Buyer shall -have an opportunity to re -inspect the -home to ascertain completion of items on the punch list to Buyer's satisfaction. Possession of the premises shall be delivered to the Buyer when the home has been fully constructed and all monies due the Builder have been paid. B. The closing of this transaction on this sale (the "closing") shall take place at a mutually eon_ venLent _time__an-d-place- forBuy-e_r_andBuilder with in-fif_teen_(15)_days_aft-er Builde-r completes punch list items to the satisfaction of Buyer, as evidenced by the completion of the Buyer Acceptance Affidavit. Following completion of the Buyer Acceptance Affidavit, the failure of Buyer to close for any reason within the stated time shall constitute a default by Buyer under this agreement. C. Builder will require a Buyer Acceptance Affidavit to be completed, signed and notarized prior to closing or occupancy of this home. -ThisBuyer Acceptance Affidavit -insures to -both parties that the new home is completely acceptable to the Buyer and that materials, workmanship and the Home itself are in accordance with plans and specifications. 9 18.) Builder hereby warrants the Home and all materials in the Home and workmanship for a period of one (1) year. Builder warrants plumbing, electrical, and ductwork systems for two (2) years and structural systems for ten (10) years. The warranty period starts from the date of closing. Builder shall transfer any interest in any man ufactur-er-s -warranties for- eq uipment- and- appliances -to- Buyer. THE EXPRESS LIMITED WARRANTY PROVIDED BY BUILDER CONSTITUTE THE EXCLUSIVE REMEDIES TO BE MADE AVAILABLE BY BUILDER AND, EXCEPT WHERE ADDITIONAL WARRANTIES ARE REQUIRED BY APPLICABLE LAW OR REGULATION, ARE IN PLACE OF ALL OTHER GUARANTIES OR WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO WARRANTIES OF MERCHANTABILITY AND FITNESS, WHICH A-RE-HEREBY--DISCLAIMED-BY--BUILDER: UP-ON--GIVING-N-OT-ICE TO-BUILDER-OR-I-T-S- REPRESENTATIVE ABOUT A COVERED DEFECT OR PROBLEM, BUILDER SHALL IMMEDIATELY INSPECT AND REPLACE OR REPAIR SUCH ITEM(S) OR CONDITION(S). EXCEPT AS EXPRESSLY DISCLOSED IN ANY PUBLIC REPORT FURNISHED BUYER, BUILDER HAS MADE NO GEOLOGICAL OR ENVIRONMENTAL TESTS OR REPRESENTATION OR WARRANTY CONCERNING GEOLOGICAL OR ENVIRONMENTAL MATTERS SUCH AS SINKHOLES OR RADON GAS AND-SPECIFICALLY-EXCLUDES-SUCH -GEOLOGICAL-OR-ENVIRO-N-MENTA -MATTERS-FRO-M- ANY WARRANTIES GIVEN UNDER THIS AGREEMENT. BUILDER DOES NOT EXPRESSLY OR IMPLIEDLY WARRANT HABITABILITY OF SOIL OR SUBSURFACE CONDITIONS OF THE SUBJECT PROPERTY, BUYER EXPRESSLY ASSUMES THE RISK OF ANY AND ALL LOSS OR DAMAGE TO THE SUBJECT PROPERTY CAUSED BY SOIL OR SUB -SURFACE CONDITIONS, WHETHER OR NOT ANY SUCH ADVERSE CONDITIONS COULD HAVE BEEN DISCOVERED PRIOR TO THE CLOSING BY APPROPRIATE TESTING; BUYER -ACKNOWLEDGES THAT -BUILDER -HAS -EXPRESSLY - RECOMMENDED THAT BUYER OBTAIN SUCH TESTING. Buyer acknowledges and understands the following with respect to the warranty: Any change in the grading, drainage or landscaping or vegetation within four (4) feet of the Home' s exterior walls or foundation could void the warranty. If Buyer changes the grade or drainage existing or established -by -Builder, or -by construction, additions or deletions causes the established grade and/ or drainage patterns to be modified, then Builder shall be relieved of any liability for damages, if any, caused by such changes. Builder makes no warranty representation regarding shifting soils, unsettled soils, unusual rocks or subsurface conditions. Builder's warranty does not include defects caused by normal wear a. n_d toa.r-, the-elements,_natur-a.l dis-asters_ar faulty_m.aintQnance, o_pe-ration ar_ab_us ve__us_e-. Certain conditions are -inevitable or unavoidable due to time, atmospheric or ground conditions, or care and attention by homeowner and are not warranted. The following conditions are not warranted. T:) wracking, flaking and -discoloration of concrete flatwork such as driveways, walks, patios and porches; 2.) Discoloration of masonry, including non -uniformity of antique -type brick and non - uniformity in hardness and porosity of bricks; 3.) Cracks in brick, mortar, sheetrock, and caulking material, including all cracks arising from foundation movements due to expansion and contraction of soil or drainage conditions; 4-1--Settlement, expansion, contraction, warping of materials, -including grouting or ceramic tile and lumber and millwork; 5.) Slight variations in wood grains and stain finishes. This list is non-exclusive. STRUCTURE WITHIN BOUNDARY LINES: 19.) Builder warrants and covenants that the home will be within the boundary lines of the real property, and -within the applicable set=back lirnitations and -will -do all things necessary to assure the proper placement of the home. CLEANING UP: 20.) Builder at all times shall keep the Lot free from accumulation of waste materials or rubbish caused by its operations, by removal from the Lot and such shall not be buried on the Lot. At the completion of the work, -Builder shall -remove all -of -his equipment, property, tools, etc. from the Lot and shall clean area. If Builder fails to clean up, the Buyer may charge the builder for the cleanup cost. 21.) Broker: Not Applicable 22.) Default by Buyer: If the work is stopped for a period of sixty (60) days or more by the order of any court or by the order of any other public authority, through no fault of theSuilder or anyone employed -by -it, or -if -the work -is stopped for a period of twenty (20) days or more because of the act or neglect of the Buyer, or if the Buyer fails to make any payment to the Builder within five (5) days from the time that it is due, then the contractor, upon five (5) days written notice to the Buyer, may (in addition to all other remedies under this contract and Florida Law) stop work or terminate the contract and recover payment from the Buyer for all work completed and for all -losses sustained on any materials, machinery, equipment, or tolls, including all lost profits and damages In addition to all other remedies under this contract and Florida Law, any deposits and all other payments paid under this contract by Buyer may be retained solely by or for the account of Builder as consideration for execution of -this contract. In addition-ffuyer will -pay -Builder 40'1l of - the contract price as damages for default. Default -by -Builder: 23.) Should Builder at any time during the progress of the work, refuse or neglect to supply proper or sufficient materials or workers, or should Builder suspend work on the home, except through stress of weather, or other circumstances beyond the Builders control, for twenty (20) consecutive days, or should Builder make a general assignmQnt-for. the -benefit of_cr_editors,_r-_sho-uld_a-r-eceiver..b_e_appQirLted..f_ar. Builder, or should Builder institute bankruptcy proceedings, Buyer shall have the right, and is authorized, except as otherwise agreed on giving five (5) days written notice of its intention to Builder to pursue all remedies under this contract and Florida Law. Buyer may declare Builder in default, terminate the employment of Builder for any or all of the work and enter upon the Lot and take possession of all materials -on -the-pr_emises_for-the-purpose-of_completi ng_surh-work, -an d employ any - other person or persons to finish the work, and provide the materials and labor and in case of such discontinuance of the employment of the Builder, Builder shall not be entitled to receive any further payments under this contract until the work shall be wholly finished, at which time Builder shall be paid whatever balance is found to be due to it for amounts expended either for labor, materials, payments to subcontractors, or -otherwise, -less, however, such -expenses -or -damages -as -Buyer may suffer by so completing the contract be increased by reason of such discontinuance of the employment of contractor, then Builder shall be responsible to Buyer for such increase in addition to other expenses or damages. Gover-ning L-aw/-Mediation- 24.) This agreement shall be governed by the laws of the State of Florida. Venue for any proceeding hereunder shall be in the county in which the home is located. Buyer and Builder agree to submit any disputes to mediation. Attorney's Fees and Costs: 25.) In the event of any litigation -between the parties -hereto to enforce or construe this contract, the prevailing party shall be entitled to an award of attorney's fees and costs against the non -prevailing party, including appellate proceedings. Interest: 2-6:) Any amount due -from theBuyer to the -wilder under this agreement shall -be paid in full. Written -Notice: 27.) Written notice shall be deemed to have been duly served upon delivery in person, by email or within five (5) days after mailing by certified mail return receipt requested to the parties at the following addresses (or such other address provided in writing to the other party pursuant to the terms of this agreement): Builder Universal Rock Construction Services Corporation 17544 Deer Isle Circle Winter Garden, FL 34787 Buyer Mr. and Mrs. Jeff Huddleston 28:)- Time -is oftheEssence: Time is of -the essence as to this contract and -the covenants and conditions contained herein. 29.) Declaration of Illegalities: The invalidity or unenforceability of any particular word, sentence, paragraph, subparagraph, or provision of this contract shall not affect the validity or enforceability of the other words, sentences, paragraphs, subparagraphs or provisions of this contract and this contract shall be interpreted in all - respects as if such invalid or unenforceable parts were omitted: 30.) Interpretation: Where the context of this agreement permits, the singular shall include the plural, the plural the singular, the masculine gender shall include the neuter and feminine genders and those genders shall include the masculine. The headings given the paragraphs herein shall have no effect or consideration in, the construction, of this agreement, but be used only for the convenience of the parties. 10 There shall -be no presumption against the party causing this agreement to -be drafted. 31.) Other: It is expressly agreed that this contract constitutes the sole understanding between the parties hereto and that no oral understanding, representation, promise or any other statement whatsoever made by anyone whomsoever shall be binding upon Builder unless same is contained herein ore in another instrument attached hereto and made a part of this contract and duly signed by all parties. Revisions to this contract shall be in writing, executed by the parties and attached hereto as an addendum. The parties to this agreement mutually agree that it shall be binding upon them and each of th_eir_res-peotivehQirs, exe_cutors,_administr_ators,_sicrPccn_r_s_and_assigns;_p_r_ovided,.however, that Buyer and Seller shall have no right to assign this agreement without prior written consent of the other party. This agreement contains the entire agreement between the parties hereto and may not be modified except by a written agreement. The parties agree they shall not be bound by any terms, conditions, statements, warranties or representations, oral or written, not contained herein. -There are no collateral -understandings or agreements other than those contained - herein. When so applicable, words in the masculine shall include feminine, words in the neuter shall include the masculine and feminine, and words in the singular shall include the plural. In computing applicable time prescribed or allowed by any provision of this agreement, the day of the act or event from which the designated period -of time begins to run shall -not -be included. The last day of the period so computed shall be included, unless it is a Saturday, Sunday or legal holiday, in which event the period runs until the end of the next day that is not a Saturday, Sunday or legal holiday. Specified -violations of Florida Law by a State -Licensed Contractor. For information about the recovery fund and filing a claim. Contact the Florida Construction Industry Licensing Board at the following telephone number and address: Florida Construction Industry Licensing Board 1940 M. Monroe Street alIghassee, FL323W 850-487-1395 Builder- Universal Rock Construction Services Corporation Robert Flakes, President ter`- Date: Print:- Buyer- Mr. and Mrs. Jeff Huddleston/Savage Date: 12 WRn rVA Al Bpff- REQUMED ENSPECTION SEQUENCE R, 6-7,5' Addyrp.eQ- --71/ Footer /Setback S-temwall Foundation / Form B-oard.'Survey Slab, /' Mono SlabTrepour Lintel/ Tip Beam / Fill Down Cell Sheathing — Walls - Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco ./ Siding Insulation Final Final Utility Building Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final Single Family- Residencet Final. Building. (Other) LE MIlIIi Max Electric. Underground 40 Footer /' Slab Steel Bond 7-0 Electric Rough IL I T.U.G. 30 Pre -Power Final I /CVD Electric Final MaxMin 0 Dl,,-I-:-- Underground cc) fz0o Plumbing Sewer Plumbing Tub, Set Plumbing Final Mechanical Rou,,h Mechanical. Final, ground Ghs Rough Gas Final .......... REVISED: Aine 2014 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the Cit 's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a A driveway, walkway or landscape improvements within the city right-of-way. 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 Know whar:below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Cali before you dig. 1. Project Location/Address: l G / PX ---5 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date El Emergency Repairs 4. Brief Description of Work: This application is su itaed by: LIZ—_ 7 w — Property Owner: Signature: `— Print Name: Address: r/ Phone: 32--2/_gzoax: Email: 64/q^5 (J Date: 3 _26 V —/ Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. 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. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to -person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or I ha v and underst d t ove statement and by signing this application I agree to its terms. Signature: Date: XF Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: 3 ^ 2co -16 Date: November 2015 ROW Use Driveway.pdf CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value:$ )-J'bo'106 Jot) Adt)ress: (0'2V0((?S1S ASl- 4914rcL 39-7-71 Historic District: Yes El No 121 1 1 Residential CommercialParcellb: 9'5 19 050 1) - 6) 0 0 El Type orW1-1 Addition New AdditionR AlterationEl Repair R DemoEl Change of Use R MoveEl l Desc[, i-Aionof Work: 1 Plan Contact Person: Title: (n)'41 03AI Phont:: 461 -S7" 7-'30T10 Fax: 40'7 $7 7- S14 71 Email PTI. TU r- e 10 A rm 54.ed Property Owner Information Name 4(l, jep Phone: Street: e Sq 4 oA 397 7 1 Resident of property? : yetf City's to Zip: SaoVocd j:L. 3,9121 Contractor Information Name ?470 T1 C A dafflg(01111 eat 4 10 4 Phone: 1467-<377- '86FO Street: !6-71 '?>UStneS- 51A(K 61vif Fax: 40-?- 19 77-' 3_9_11 City, S IateZip: 3q7S7 State License No.: eMe 057.;3_5 Architect/Engineer, Information Name: Phone: Street.1 Fax: I City, St, Zip: E- mail: BondinCompany: Mortgage Lender: Addregis: Address: WARNING 10 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 1 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE or, COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINAN(i-IN( , CONSULT WITH YOUR LENDER OR AN ATTORNEY 13EFORE RECORDING YOUR NOTICE OF COMMENCFrviENT. Applicatio-ri is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has coln,nje,,,,ti cd prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this i risdiction. I understand that a separate permit must be ;secured for electrical work, plumbing, signs, wells, pools, furnace boilers, heaters, tanks, and air conditioners, etc. FBC 103j3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Permit Application Revisc& Jq'c 30,2015 N 011 C F: In addition to the requirements of this permit, there inav be Additional restrictions applicable to this property that may be found in the public records of this county, and there may be addilionaFpermits required from other governmental entities such as water districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. file C ity Qt Sanford requires payment of a plan review fcc at the time,'61'pennit submittal. A copy of the executed contract is required in order t0l calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The acuat", construction value will be figured based oil the current ldC Valuation Table in effect at the time the permit is issued, in char esaccor&nc' with local ordinance. Should calculated ch, figured loff the executed contract exceed the actual construction value, crecR will Abe applied to your permit fees when the permit is issued. O'W,NFTk'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 regu lating' construction and zoning. I H I Slit rury ul-i)x,i,,,r/Agent Name Signature Date IsignatUre 01 t- untraCtOrl Agent Pralt Con&,ent's Name Oate OwnecAglcilt is --- Personally Known to Me or Product&ID Type of ID gij t, ,f 'N,tayState of Florida Date Notary Public State of Florida Lisa Lynn Porter I My Commissiop G'G 161695 4 OF Expires 03 14022 Zf XWFwn to Me -et — BELOW IS FOR OFf"ICE USE ONLY 17-1 Pcrrni ls "-equired: Building El Electrical D mech nical Plumbing" Gasn Roof Type: Occupanc YUse: Flood Zone: Total Sqi Ft of Bldg: Mill. Occupan'c,",' Load: # of Stories: New Con'struction: Electric - # of Amps Piumbing - 4 of Fixtures Permit: YeSE] No n it cit'Ileads Fire Alarm Permit: Yes No E] CM J,S: ZONING: UTILITIES, ENCINEERING:----- 1.11,R WASTE WATER: BUILDING: Permit Application Revised Jur'e30,2015 RECORD COPY FORM-R405=20-17 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: HUDDLESTON RESIDENCE Builder Name: ARMSTRONG AIR AND HEATINGStreet: 716 CYPRESS AVE. City, Zip. Permit Office: _ Permit.Number: Owner: U-_OState, -SANFORD-,FL, HUDDLESTON RESIDENCE Jurisdiction: alqDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (3145.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1490.00 ft2 b. Concrete Block - Ext Insul, Exterior R=4.0 1485.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 170.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10: Ceiling Types (1163:0 sqft;) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1163.00 ft2 6. Conditioned floor area above grade (ft2) 2278 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(257.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: AC 6 954 a. U-Factor: Dbl, U=0.33 257.50 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 47.5 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 47.5 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Cap: 40 gallonsEF: 8. Floor Types (620.1 sqft.) Insulation Area 0. 900 a. Floor Over Other Space R=0.0 573.50 ft2 b. Conservation features b. Raised Floor R=19.0 46.60 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 74.63 Glass/ Floor Area: 0.108 PASS SSTotalBaselineLoads: 74.80 1'" F1 7 7 1 hereby certify that the plans and specifications covered by Review of the plans and O-;IiE STgl this calculation are in compliance -with the Florida -Energy specifications covered -by this Code. _, DAICIHsigned byANTON calculation indicates compliance AN - TON- DN:-ANTONKUVACH,o, AND with the Florida Energy Code. ARMSMONGAIR PREPARED BY: __ -fiEATING.... __ Before construction is completed W v SATE: ._ -- -- / / q u( iF-AKNVACHeARMmm _ 1 U-V-/1 1-f NGairaN-COW--IS-- - this building will be inspected for r11 Date: 20I8.011309:42:4I compliance with Section 553.908 os1oa I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Co OWNER/ AGENT: BUILDING OFFICIAL: DATE: Z 3 - DATE: Compliance requires certification by the air handler unit manufacturer that the air handier 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). 1/ 23/2018 9:08 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 6 FORM-R405=2Q17 PROJECT Title: HUDDLESTON RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2278 Lot # Owner Name: HUDDLESTON RESIDENCE Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: ARMSTRONG AIR AND HEA Rotate Angle: 0 Street: 716 CYPRESS AVE. Permit Office: Cross Verrtflation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % 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 Entire House 2278 22767 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 WIC 94 846 No 0 1 Yes Yes Yes 2 WC 19 171 No 0 1 Yes Yes Yes 3 M BATH 73 657 No 0 1 Yes Yes Yes 4 M SUITE 188 1692 No 2 1 Yes Yes Yes 5 BDRM 4 170 1530 No 1 1 1 Yes Yes Yes 6 BATH 47 423 No 0 1 Yes Yes Yes 7 LDY 30 270 No 0 1 No Yes Yes 8 BDRM 3 159 1431 No 1 1 1 Yes Yes Yes 9 AC 20 180 No 0 1 No Yes Yes 10 LINEN 19 171 No 0 1 Yes Yes Yes 11 DOWN 83 747 No 0 1 Yes Yes Yes 12 LOFT 261 2349 No 0 1 Yes Yes Yes 13 LDY MUD 68 680 No 0 1 Yes Yes Yes 14 KITCHEN 259 2590 Yes 0 1 Yes Yes Yes 15 GREAT ROOM 463 4630 No 0 1 Yes Yes Yes 16 PWDR 29 290 No 0 1 No Yes Yes 17 FOYER 41 410 No 0 1 Yes Yes Yes 18 BDRM 2 143 1430 No 1 1 1 Yes Yes Yes 19 WIC 2 30 300 No 0 1 No Yes Yes 20 BATH 2 105 1050 No 0 1 Yes Yes Yes 21 UP 92 920 No 0 1 Yes Yes Yes 1 /23/2018 9:08 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 6 w FORM-R405=2017 FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor Over Other Space WIC ____ 27.4 ft2 0 0 0 1 2 Floor Over Other Space WIC ____ 66.6 ft2 0 0 0 1 3-Floor-Over Other -Space WC 1-8.7-ft'- 0 0 0 1 4 Floor Over Other Space M BATH ____ 72.7 ft2 0 0 0 1 5 Floor Over Other Space M SUITE --__ 162.5 ft2 0 0 0 1 6 Floor Over Other Space M SUITE ____ 25 ft2 0 0 0 1 7 Floor Over Other Space BDRM 4 ____ 170.3 ft2 0 0 0 1 8 Raised Floor BATH ____ 45.4 ft2 19 0 0 1 9 Floor Over Other Space BATH ____ 1.3 ft' 0 0 0 1 10Raised Floor LDY ____ 1.2 ft2 19 0 0 1 11Floor Over Other Space LDY ____ 24.9 ft2 0 0 0 1 12FfoarOver Other Space LDY ____ 41-ft' 0 0 0 1.- ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1428 ft2 320 ft2 Medium 0.9 No 0.9 No 0 26.6 ATTIC Ratio in) Area RBS IRCCVTypeVentilationVent (1 1 Full attic Vented 300 1277 ft2 N N CEILING Ceiling Type Space R=Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) WIC 30 Blown 94 ft2 0.1 Wood 2 Under Attic (Vented) WC 30 Blown 19 ft2 0.1 Wood 3 Under Attic (Vented) M BATH 30 Blown 73 ft2 0.1 Wood 4 Under Attic (Vented) M SUITE 30 Blown 188 ft2 0.1 Wood 5 Under Attic (Vented) BDRM 4 30 Blown 170 ft2 0.1 Wood 6 Under Attic (Vented) BATH 30 Blown 47 ft2 0.1 Wood 7 Under Attic (Vented) LDY 30 Blown 30 ft2 0.1 Wood 8 Under Attic (Vented) BDRM 3 30 Blown 159 ft2 0.1 Wood 9 Under Attic (Vented) AC 30 Blown 20 ft2 0.1 Wood 10 Under Attic (Vented) LINEN 30 Blown 19 ft2 0.1 Wood 11 Under Attic (Vented) DOWN 30 Blown 83 ft2 0.1 Wood 12 Under Attic (Vented) LOFT 30 Blown 261 ft2 0.1 Wood 1/23/2018 9:08 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 6 FORM- R405=2017- WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To S aceWall -Type p R-value Et In Et h Area R=V_atue-Fraction-A6sor.-Grade)-0_ 1 N Exterior Frame - Wood WIC 11 8 9 9 0 78.8 ft2 0 0.25 0.8 0 2 S Exterior Frame - Wood WIC 11 8 9 9 0 78.8 ft2 0 0.25 0.8 0 3 W Exterior Frame - Wood WIC 11 10 9 9 0 96.8 ft2 0 0.25 0.8 0 4 N Exterior Frame - Wood WC 11 3 3 9 0 29.3 ft2 0 0.25 0.8 0 5 N Exterior Frame - Wood M BATH 11 5 3 9 0 47.3 ft2 0 0.25 0.8 0 6 S Exterior Frame - Wood M BATH 11 8 6 9 0 76.5 ft2 0 0.25 0.8 0 7 S Exterior Frame - Wood M SUITE 11 15 0 9 0 135.0 ft2 0 0.25 0.8 0 8 W Exterior Frame - Wood M SUITE 11 1 9 9 0 15.8 ft2 0 0.25 0.8 0 9 E Exterior Frame - Wood BDRM 4 11 12 3 9 0 110.3 ft2 0 0.25 0.8 0 10 S Exterior Frame - Wood BDRM 4 11 13 0 9 0 117.0 ft2 0 0.25 0A 0 _ 11 N Exterior Frame - Wood BATH 11 2 3 9 0 20.3 ft2 0 0.25 0.8 0 12 E Exterior Frame - Wood BATH 11 8 6 9 0 76.5 ft2 0 0.25 0.8 0 13 S Exterior Frame - Wood BATH 11 3 9 9 0 33.8 ft2 0 0.25 0.8 0 14 N Exterior Frame - Wood BDRM 3 11 12 9 9 0 114.8 ft2 0 0.25 0.8 0 15 E Exterior Frame - Wood BDRM 3 11 13 0 9 0 117.0 ft2 0 0.25 0.8 0 16 W Exterior Frame - Wood LINEN 11 4 6 9 0 40.5 ft2 0 0.25 0.8 0 17 N Exterior Frame-- Wood- DOWN 11 3 6 9 0 31:5 ft2- 0 0.25 0.8 0 18 W Exterior Frame - Wood DOWN 11 11 0 9 0 99.0 ft2 0 0.25 0.8 0 19 N Exterior Frame - Wood LOFT 11 13 3 9 0 119.3 ft2 0 0.25 0.8 0 20 W Exterior Frame - Wood LOFT 11 5 9 9 0 51.8 ft2 0 0.25 0.8 0 21 S Exterior Concrete Block - Ext InsuLDY MUD 4 6 6 10 0 65.0 ft2 0 0 0.8 0 22 W Garage Frame - Wood LDY MUD 11 10 6 10 0 105.0 ft2 0 0.25 0.8 0 23 N Exterior Concrete Block - Ext InsuKITCHEN 4 17 3 10 0 172.5 ft2 0 0 0.8 0 24 S Exterior Concrete Block - Ext InsuKITCHEN 4 12 9 10 0 127.5 ft2 0 0 0.8 0 25 W Garage Frame - Wood KITCHEN 11 6 6 10 0 65.0 ft2 0 0.25 0.8 0 26 N Exterior Concrete Block - Ext InsGREAT ROO 4 2 0 10 0 20.0 ft2 0 0 0.8 0 27 E Exterior Concrete Block - Ext InsGREAT R00 4 13 3 10 0 132.5 ft2 0 0 0.8 0 28 S Exterior Concrete Block - Ext InEGREAT ROO 4 26 0 10 0 260.0 ft2 0 0 0.8 0 29 E Exterior Concrete Block - Ext Insul FOYER 4 7 9 10 0 77.5 ft2 0 0 0.8 0 30 N Exterior Concrete Block - Ext InsuIBDRM 2 4 11 0 10 0 110.0 ft2 0 0 0.8 0 31 E Exterior Concrete Block - Ext Insul BDRM 2 4 13 0 10 0 130.0 ft2 0 0 0.8 0 32 S Exterior Concrete Block - Ext Insul BDRM 2 4 3 6 10 0 35.0 ft2 0 0 0.8 0 33 N Exterior Concrete Block - Ext Insul BATH 2 4 15 0 10 0 150.0 ft2 0 0 0.8 0 34 W Exterior Concrete Block - Ext Insul BATH 2 4 5 9 10 0 57.5 ft2 0 0 0.8 0 35 N Exterior Concrete Block - Ext Insul UP 4 3 6 10 0 35.0 ft2 0 0 0.8 0 36 W Exterior Concrete Block - Ext Insul UP 4 11 3 10 0 112.5 ft2 0 0 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated FOYER None 6 3 6 8 20 ft2 1/23/2018 9:08 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 6 FORK R4D5--2017- 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 W 3 Vinyl Low-E Double Yes 0.33 0.23 N 6.7 ft' 1 ft 0 in 0 ft 4 in None None 2 S 7 Vinyl Low-E Double Yes 0.33 0.23 N 25.0 ftZ 1 ft 0 in 0 ft 9 in Drapes/blinds Exterior 5 3- E- 9- Vinyl Low=E-Double Yes 0.33- 0.23- N 25.0ft2- 1-ft0in 0ft9-in Drapes/blinds Exterior-5-- 4 E 12 Vinyl Low-E Double Yes 0.33 0.23 N 5.3 ft' 1 ft 0 in 0 ft 3 in Drapes/blinds Exterior 5 5 E 15 Vinyl Low-E Double Yes 0.33 0.23 N 25.0 ftZ 1 ft 0 in 0 ft 9 in Drapes/blinds Exterior 5 6 W 18 Vinyl Low-E Double Yes 0.33 0.23 N 6.5 ftZ 1 ft 0 in 0 ft 4 in Drapes/blinds Exterior 5 7 N 19 Vinyl Low-E Double Yes 0.33 0.23 N 25.0 ftz 1 ft 0 in 0 ft 9 in Drapes/blinds Exterior 5 8 N 23 Vinyl Low-E Double Yes 0.33 0.23 N 48.0 ft' 1 ft 0 in 0 ft 9 in Drapes/blinds Exterior 5 9 E 27 Vinyl Low-E Double Yes 0.33 0.23 N 48.0 ftZ 1 ft 0 in 12 ft 0 in Drapes/blinds Exterior 5 10 S 28 Vinyl Low-E Double Yes 0.33 0.23 N 12.0 ft2 1 ft 0 in 12 ft 0 in Drapes/blinds Exterior 5 11 E 31 Vinyl Low-E Double Yes 0.33 0.23 N 25.0 ft' 1 ft 0 in 12 ft 0 in Drapes/blinds Exterior 5 12 N 33 Vinyl Low-E Double Yes 0.33 0.23 N 6.0 ftZ 1 ft 0 in 12 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 748.83 ftZ 748.83 ftZ 64 ft loft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000423 2656.1 145.82 274.23 .3803 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 47.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 47.5 kBtu/hr cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftZ 1 /23/2018 9:08 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 6 FORM-R405-2G17- DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 954 ft2 Attic 954 ft2 Default Leakage AC Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heating Jan Feb Feb Mar MarHX AprP A r MayY May X Jun Jun X JUI Jul X Aug9 Auge Se P Oct Oct Nov Nov Dec DecVentingJanFebMarAprMayJunJulAugSepOctXNovDec 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 (WD) 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 1 /23/2018 9:08 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 6 of 6 FORM- R405--2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the-EnergyPerformance Index, the more efficienfthe 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 (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.33 SHGC: SHGC=0.23 b. U-Factor: N/A SHGC: c. U--Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Floor Over Other Space b. Raised Floor c. N/A 716 CYPRESS AVE., SANFORD, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1490.00 ft' b. Concrete Block - Ext Insul, Exterior R=4.0 1485.00 ft' 1 c. Frame - Wood, Adjacent R=11.0 170.00 ft' d. NFA- R ft, 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1163.00 ft' 2278 b. N/A R= ft' Area c. N/A R= ft' 257.50 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: AC 6 954 ft' 12. Cooling systems kBtu/hr Efficiency ft'- a. Central Unit 47.5 "SEER15.00" ft' 1.000 ft. 0.230 Insulation Area R=0.0 573.50 ftZ R=19.0 46.60 ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features 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 cop3pliant feature Builder Signature: Date: Address of New Home: %, G' //j% l/ City/FL Zip: kBtu/hr Efficiency 47.5 HSPF:8.50 Cap: 40 gallons EF: 0.9 Pstat y0 T1-1E S7:4 1. `trrau'r E .va O oD WY 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. 1/23/2018 9:08 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 41 Load Short Form Job: wrightsoftm Date: Jan 22, 2018 Entire -House W. ANTON KwACH ARMSTRONG AIR AND HEATING 671 BUSIBNESS PARK BLED, WINTER GARDEN, FL34787 Phone: 407-877-8090 Web: WW W.PRMSTRONGAIRINC.COM For. HUDDLESTON RESIDENCE, UNIVERSAL ROCK CONSTRUCTION 716 CYPRESS AVE., SANFORD, FL 32771 HEATING EQUIPMENT Make Carrier Trade CARRIERAIR CONDITIONING Model 25HBC548AO0300 AHRI ref 9155626 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat Capacity balance point = 33 °F 8.5 HSPF 45500 Btuh @ 47-F 26 F 1583 cfm 0.049 cfm/Btuh 0.50 in H2O Backup: n/a n/a Inns tt = 9 kW nt Itnl It = ,in75R Rh th 1 nn AF11F COOLING EQUIPMENT Make Carder Trade CARRIERAIR CONDITIONING Cond 25HBC548AO0300 Coil FX4DNF049L AHRI ref 9155626 Efficiency Sensible cooling Latent cooling Total cooling Actual airflow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15 SEER 33250 Btuh 14250 Btuh 47500 Btuh 1583 cfm 0.045 cfm/Btuh 0.50 in H2O 0.82 ROOM NAME Area ft2) Htg load Btuh) Clg load Btuh) HtgAVF cfm) ClgAVF cfm) WIC 94 1674 1821 82 82 WC 19 195 190 10 9 M BATH 73 819 789 40 35 M SUITE 188 1469 3019 _ 72 136 BDRM 4 170 1771 2893 86 130 BATH 47 1067 999 52 45 LDY 30 42 833 2 37 BDRM 3 159 1791 2900 87 130 AC 20 0 0 0 0 LINEN 19 0 0 0 0 DOWN 83 0 0 0 0 LOFT 261 2634 4068 129 183 LDY MUD 68 1170 571 57 26 viTr+urn cn col)l aaon man Oaq Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 444- wrightsoft" 2018-Jan-230926:30 Right-Suite®Universal 2018 18.0.07 RSU21356 Page 1 ACCA...DDLESTONCUSTOMOESIGNWUDDLESTONRESIDENCE.rup Calc=MJ8 Front Door faces: E GREAT ROOM PWDR FOYER BDRM 2 WIC 2 BATH 2 UP Entire House Other equip loads Equip. @ 0.97 RSM Latent cooling TOTALS 463 7186 6728 351 303 29 399 161 19 7 41 0 0 0 0 143 3897 3317 190 149 30 0 38 0 2 105 3003 1243 147 56 92 0 0 0 0 d 2391 32438 35196 1583 1583 G- a 34281 7967 2391 32438 42248 1583 1583 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. l Wr+ghts0ft 2018-Jan-230926:30 Right Suite® Universal201818.0.07RSU21356 Paget ACCA...DDLESTONCUSTOMtDESIGNWUDDLESTONRESIDENCE.rup Calc=MJ8 Front Door faces: E wrightsoftar Loads for Multiple Orientations Date: Jan22, 2018 Entire House By. ANTON KtNACH ARMSTRONG AIR AND HEATING 671 BUSIBNESS PARK BLVD, WINTER GARDEN, FL34787 Phone:407-877-8090 Web: WWWARMSTRONGA PJNC.COM For. HUDDLESTON RESIDENCE, UNIVERSAL ROCK CONSTRUCTION 716 CYPRESS AVE., SANFORD, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 105 ft Latitude: 28 °N Outdoor. Heating Dry bulb (°F) 42 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 28 17 Relative humidity (%) 50 50 Cooling Moisture difference (grflb) 23.4 46.6 92 Infiltration: 17 (M ) 76 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(Btuh) 33713 34273 34281 34325 33795 34728 35368 35475 Latent Load (Btuh) 7967 7967 7967 7967 7967 7967 7967 7967 Total Load (Btuh) 41680 42239 42248 42291 41761 42695 43335 43441 HeatingAVF (dm) 1583 1583 1583 1583 1583 1583 1583 1583 Cooling AVF (cfm) 1583 1583 1583 1583 1583 1583 1583 1583 Building Orientation Cooling Load Direction Front Door faces Current Orientation: Front Door faces East Highest Cooling Load: Front Door faces Northwest Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4- wr ghtsoft- 2018-Jan-2309:26:30 1: ,,, „ w rt„,,,,,._ _„N, Right-Suite®Universal 201818.0.07 RSU21356 Page 1 ACCA...DDLESTON CUSTOMOESIGWUDDLESTON RESIDENCE.rup Calc=MJB Front Door faces: E Building Analysis Job: WrightSoft, g Date: Jan 22, 2018 Entire House sy: MTON KWACH ARMSTRONG AIR AND HEATING 671 BUSIBNESS PARK BLVD, WINTER GARDEN, FL34787 Phone:407-877-8090 Web: MW.PRMSTRONGAIRINC.COM rm• For. HUDDLESTON RESIDENCE, UNIVERSAL ROCK CONSTRUCTION 716 CYPRESS AVE., SANFORD, FL 32771 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 17 Latitude: 28'N Relative humidity (%) 50 50 Outdoor. Heating Cooling Moisture difference (gr/Ib) 23.4 46.6 Dry bulb (°F) 42 92 Infiltration: Daily range ('17) - 17 (M ) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh/W Btuh of load Walls 3.3 9500 29.3 Gle-di 9.3 2388 7.4 Doors 16.9 339 1.0 Ceilings 1.4 1758 5.4 Floors 4.0 5071 15.6 Infiltration 1.6 4786 14.8 Ducts 8596 26.5 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 32438 100.0 Component Btuh/ftz Btuh of load Walls 2.7 7621 21.7 Glazing 15.8 4065 11.6 Doors 18.3 367 1.0 Ceilings 2.6 3376 9.6 Floors 0.1 91 0.3 Infiltration 0.-5 1-518 4:3 Duds 12713 36.1 Ventilation 0 0 Internal -gains 5445 15.5 Blower 0 0 Adjustments 0 Total 35196 100.0 Latent Cooling Load = 7967 Btuh Overall U-value = 0.121 Btuh/ftz-°F Data entries checked. Wal Glazing Du Ce Infiltration Is wr'tghtsoft- 2018-Jan-23 0926:31 1 v........ Right -Suite® Universal 2018 18.0.07 RSU21356 Page 1 DDLESTONCUSTOWDESIGNwUDDLESTONRESIDENCE.rup Calc=MJ8 Front Door faces: E wrightsoft-, Component Constructions AC ARMSTRONG AIR AND HEATING 671 BUSIBNESSPARK BLVD, WINTER GARDEN, FL34787Phone: 407-877-8090 Web: WWWARMSTRONGAIRINC.COM Pr 0 • • For. HUDDLESTON RESIDENCE, UNIVERSAL ROCK CONSTRUCTION 716 CYPRESS AVE., SANFORD, FL 32771 Job: Date: Jan 22, 2018 By. ANION KUVACH Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD ('F) 28 17 Latitude: 28° N Relative humidity (%) 50 50 Outdoor. Heating Cooling Moisture difference (gr/lb) 23.4 46.6 Dry bulb (° F) 42 92 Infiltration: Daily range (' F) - 17 (M Method Simplified Wet bulb (° F) - 76 Construction quality Average Wind speed ( mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls none) Partitions none) Windows none) Doors none) Ceilings 16B- 30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1 /2" gypsum board int fnsh Floors none) Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuln( WF WF/Btuh BtuhK? Btuh BtuhM' Btuh 20 0. 032 30.0 0.90 18 1.73 35 w rightsoft ` 2018-Jan- 23 09:26:31 Al-w, _ _ Right-SuiteOUniversal 201818.0.07 RSU21356 Page 1 AC .._DDLESTONCUSTOWDESIG" UDDLESTONRESIDENCE.rup Calc = MJ8 -Front Door faces: E Project Summaryry Job: Wrightsoft, Date: Jan 22, 2018 Entire. House W ANION KINAM ARMSTRONG AIR AND HEATING 671 BUSIBNESS PARK BLVD, WINTER GARDEN; FL34787 Phone:407-877-8090 Web: VWWVARMSTRONGAIRINC.COM For. HUDDLESTON RESIDENCE, UNIVERSAL ROCK CONSTRUCTION 716 CYPRESS AVE., SANFORD, FL 32771 Notes: 1117-91,11M I• Weather Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 F Outside db 92 F Inside db 70 F Inside db 75 F Design TD 28 F Design TD 17 F Daily range M- Relative humidity 50 Moisture difference 47 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 23842 Btuh Structure 22484 Btuh Ducts 8596 Btuh Ducts 12713 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 32438 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 34281 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5313 Btuh Ducts 2654 Btuh Central vent (0 cfm) 0 Btuh Heating- Coolin none). Area (iF) 2391 237 Equipment latent load 7967 Btuh Volume (ft3) 22746 22746 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 42248 Btuh Equiv. AVF (clim) 155 80 Req. total capacity at 0.70 SHR 4.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIERAIR CONDITIONING Model 25HBC548AO0300 Cond 25HBC548AO0300 AHRI ref. 9.155626- Coil- FX4DNF049L AHRI ref 9155626 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 33250 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 14250 Btuh Temperature rise 26 F Total cooling 47500 Btuh Actual airflow 1583 cfm Actual airflow 1583 cfin Airflowfactor 0.049 cfmBtuh Airflowfactor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 33 °F Backup: n/a n/a Input = 9 kW, Output = 30756 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsott" 2018-Jan-230926:31 Right-SuiteOUniversal 201818.0.07 RSU21356 Page 1 ACCt+...DDLESTONCUSTOMtDESIGNWUDDLESTONRESIDENCE.rup Calc=MJ8 FrontDoorfaces: E y AED Assessment Job: V{/rl(ht$01 i Date: Jan 22, 2018 Entire_ House By: ANTON KIJVACH ARMSTRONG AIR AND HEATING 671 BUSIBNESS PARK BLVD, WINTER GARDEN, FL34787 Phone:407-877-8090 Web: WWW.ARMSTRONGAJMNC.COM For. HUDDLESTON RESIDENCE, UNIVERSAL ROCK CONSTRUCTION 716-CYPRESS AVE., SANFORD, FL 32771 a Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 17 Latitude: 28°N Relative humidity (%) 50 50 Outdoor. Heating Cooling Moisture difference (grAb) 23.4 46.6 Dry bulb (°F) 42 92 Infiltration: Daily range (°F) - 17 (M Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Hourly Glazing Load H- of Daymaps / IEO inY Maximum hourly glazing load exceeds average by 32.3%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 93 Btuh (PFG-1.3*AFG) Ad- Wrightsaft` 2018-Jan-2309:26:31 Right -Suite® Universal 201818.0.07 RSU21356 Page 1 DDLESTONCUSTOWDESIGNMDDLESTONRESIDENCE.rup Calc=MJ8 Front Door faces E Duct System Summary Job: wreghtsoft, Date: Jan 22, 2018 Entire House eY MTON KWACH ARMSTRONG AIR AND HEATING 671 BUSIBNESS PARK BI WINTER GARDEN, FL34787 Phone:407-877-8090 Web: WWW.ADMSTRONGAIPJNC.COM o. _ O O For. HUDDLESTON RESIDENCE, UNIVERSAL ROCK CONSTRUCTION 716 CYPRESS AVE., SANFORD, FL 32771 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 0.34 in H2O 0.16 in H2O 0.121 / 0.039 in H2O 0.069 in/100ft 1583 cim 233 ft Cooling 0.50 in H2O 0.34 in H2O 0.16 in H2O 0.121 / 0.039 in H2O 0.069 in/100ft 1583 cfm w S g X -_ ; ray .,., :s: ,, ':m =.>: 'p N• ,a,n a,;-'# ,-`k .:e• a __...,.w 3,s-°;: 3 ,w ram+-,'_ s. _, s,a,.2; y:• Supp(y3ranch f5etai(1'ab(e L Name Design Btuh) Htg 01m) Cig Cfm) Design FR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BPT1 h 1067 52 45 0.099 4.0 Ox 0 VIFx 12.6 110.0 st3 BATH 2 h 3003 147 56 0.081 7.0 Ox 0 VI Fx 24.5 125.0 st1 BDRM2 h 3897 190 14-9 0.083 8.0 Ox-0 VIFx- 25.5- 120.0 st1- BDRM 3 c 2900 87 130 0.097 6.0 Ox 0 VI Fx 14.7 110.0 st3 BDRM4 C 2893 86 130 0.089 6.0 Ox0 VIFx 26.1 110.0 st3 GREAT ROOM h 3593 175 151 0.082 8.0 Ox0 VIFx 32.5 115.0 st1 GREAT ROOM -A h 3593 175 151 0.079 8.0 Ox0 VIFx 33.3 120.0 st1 KITCHEN h 5321 260 253 0.072 9.0 Ox0 VIFx 39.1 130.0 st1 LDY c 833 2 37 0.108 4.0 Ox0 VIFx 12.4 100.0 st3 LDYMUD h 1170 57 26 0.069 4.0 Ox 0 VIFx 47.0 130.0 st1 LOFT C 2034 64 91 0.108 6.0 Ox0 VIFx 12.1 100.0 st2 LOFT-A G -20 64 91 0.098- 6.0 Ox 0 VI Fx 19.0 105.0 st2 M BATH h 819 40 35 0.084 4.0 Ox 0 VIFx 29.0 115.0 st4 M SUITE C 3019 72 136 0.096 7.0 Ox 0 VIFx 21.6 105.0 st4 PWDR h 399 19 7 0.091 4.0 Ox0 VIFx 19.0 115.0 st1 WC h 195 10 9 0.079 4.0 Ox0 VIFx 34.1 120.0 st4 WIC c 1821 82 82 0.080 6.0 Ox0 VIFx 36.4 115.0 st4 WIC c 38 0 2 0.090 4.0 Ox 0 VIFx 19.5 115.0 st1 BoldIltalic values have been manuaW overridden wrightsoft- Flight-Suite®Universal 201818.0.07RSU21356 ACC, ...DDLESTONCUSTOMIDESIGNWUDDLESTONRESIDENCE.rup Calc=MJ8 Front Door faces: E 2018-Jan-23 0926:31 Page 1 Su„ t 3Trulnk etataTable N. s;..:`:.'vr:"`Y,ax..:.t.»a.,.„a-'r Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) cfm) FR fpm) in) in) Material Trunk st4 PeakAVF 203 262 0.079 592 9.0 0 x 0 VinlFlx st2 PeakAVF 129 183 0.098 524 8.0 0 x 0 VinlFlx st3 PeakAVF 228 343 0.089 437 12.0 0 x 0 VinlFlx st1 PeakAVF 1024 796 0.069 733 16.0 0 x 0 VinlFlx 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 Mat Trunk rb1 Ox 0 1583 1583 56.3 0.069 726 20.0 Ox 0 VIFx BoWtalic values have been manually overridden wrightsoft RighFSuite®Universal 201818.0.07RSU21356 DDLESTONCUSTOMVDESIGNWUDDLESTONRESIDENCE.rup Calc=MJ8 Front Door faces: E 2018,Jan-23 0926:31 Page 2 Job #: Performed by ANTON KUVACH for: HUDDLESTON RESIDENCE 716 CYPRESS AVE. SANFORD, FL 32771 Level 1 ARMSTRONG AIR AND HEATING 671 BUSIBNESS PARK BLVD WINTER GARDEN, FL 34787 Phone: 407-877-8090 WWW-.ARMS-TRONG41RINC-.COM - Scale: 1 : 99 Page 2 Right -Suite® Universal 2018 18.0.07 RSU21356 2018-Jan-23 09:26:41 DESIGN\HUDDLESTON RESIDENC. a Job #: Performed by ANTON KUVACH for: HUDDLESTON RESIDENCE 716 CYPRESS AVE. SANFORD, FL 32771 Level 2 ARMSTRONG AIR AND HEATING 671 BUSIBNESS PARK BLVD WINTER GARDEN, FL 34787 Phone: 407-877-8090 WWW.ARMSTRONGAIRINC.COM Scale: 1 : 99 Page 1 Right -Suite® Universal 2018 18.0.07 RSU21356 2018-Jan-23 09:26:41 DESIGMHUDDLESTON RESIDENC... RECORD COPY Terry's Electric, Inc. Demand Load Calculations Date 3/2/2018 Load Calc. Check Lot# Address 716 cypress ave Permit# t.b.d. 2278 Sq. Ft. at 3 watts per sq. ft. of living area 2 Kitchen special at 1500 watts each 2 Laundry circuit at 1500 watts each 1 Range 0 Cooktop 2 Dryer at 5000 watts each 1 Hot water heater 1 Disposal 0 Dishwasher 1 Microwave 1 Refrigerator 1 H.P. A/C Compressor 0 Pool service 1 40 amp garage circuit 1 air compressor 0 well 0 sump 1st 10,000 Watts at 100% _ Remaining 59,334 watts at 40% _ 1 10 KW Heat Strips at 65% _ Total Watts: Total Watts: Total Watts 40,234 / 240 Volts = 167.64 Demand Amps. Estimated Service Size = 200 Amps. 6834 3,000 3,000 16,000 8,000 bv1LD(NG 10,000 SAiVFC}RD 5,000 00"A Rl 1,500 # 0 6%5d 1,500 1,500 Using Heating Strips 8,000 5,000 0 0 69334 10,000 23734 6500 40,234 rO O U 60I 32'6" F:NTH A L 7' 7' FLORIDA C-1 CA P.O. BOX 155 V 24" IC 1500 U.S. HWY. 17 N. V( C-2 C-5 BARTOW,FL33631 BARTOW C-3 Cb c 1963I v3a6z9 F eX: 1663)533astz MELBODRNE F SARASOTA 13nI z59-Tx6] 19at1 Jz1sz39 eX:13ztl zaza9t] Ax: l9atl3zza]ea 1- Lo N F F m r m _ DESIGN CRITERIA F F F J-1 _ FBC2014 RESIDENTIAL NN N WIND LODE : 10 H N WINO SPEED : 1S MPHJ-1 EXPOSURE :"B" r RISX CATEGORY N ENCLOSURE :ENCLOSED INT. PRES. COEF. : H- 0.18 ca ROOF DATA FLOOR DATA i C-2 T.C. PITLH 3112 TYPE :6Y42 LOAD EA G 1-CA T.C. SIZE 2z4 O.A.H.: i6" OVERHANG i6" O.C. :SEE LAYOUT C-7 C-10 ci TF-2 W m y LOADINNG LOADING LHORO a.•E xno orx CHORD .ueCAC-11 p Q U U U TOP 20 xo]w.r 2T TOP qO vx o20 r60 T-31 l — dTg9, OC( I BOT'M 0 t0 10 BOT'M p 5 5 L TOTAL 20 iT 3T TOTAL 4p 25 65 ry I T-32 II c zo I Bo rrw NOTES•, xx« 7===DI llTCUTll—ERT—-A--UT ALL x wm.A w o QU ry eLSIUG rRmEs amass muuEcnous AVEFG-2 JINas°u Nusx u.Nas T-J6 • 10 r - - FT-1 fV i T-35 C-13F-T-TN C-10 T- 6 C-14 co FT-11 —AL o TE FT-6 e v J-8 C.1 i7 < xx°uEs N T-37 o; y J 9 JbN E—ALL D Q (/) Z T-25 x Q T-24 ( T.23 o T-22 _ FT-10 3 T-21 FT-5 W Of r-iB D W Lu J } O Z T-19 — > L) LL c-1z IG 2 = Z r Q W 4 I' T-14 cA 7 2 t U) N C-11 e Nle T-12 C-10 C-7 FT41 FT-4E w p U U FTr0. N C 6 •k• u in a pR oT° ILE, Fra 1 C-10 C-7 m F7 V eu V O a w F U a —i Q U C) BVLOWER RGOTNRS) LAYOUT BY : DATE 12' 4" 6.8" 12'6" Rcc,a]a 12(29I2017 12' 4" 8'6" _ 12'6'• 33'6" E•• c. F.r. " BARTGw Jos a r 33'6" F9631 PAGE 1 i'ntm.croarn,aRt>na®:elosn e.olrtt Il;r F,ECCRD COPY g=ptao a i 7dbevefflednetnatheortpfnnlsloetrorlte versPon. Alpine, an ITW Company 2400 Lake Orange Drive suite 150 Orlando FL 32837 ` t H. Florida Engineering Certificate of Authorization Number: 0 2 ` ,.•``Aj aJ V {1 • Florida_Certificate_of Product Approval # FL.1999 \. Page I of 1 Doctunent I.D: I W74761-Z0629105841 N0. 7GN1 Truss Fabricator: Central Florida Truss Job identification: F96314UNIVERSAL ROCK CONSTRUCTI / /HUDDLESTON S -- ** rAiE ¢ Truss Count: -80 V Model Code: Florida Building Code 5th Edition (2014) Q R ar. Truss Criteria: TPI-2007(STD) psi ''" Engineering Software: Alpine "Software,Versions 17 01, 17:02. ` A Structural Engineer of Record: The identity of the structural FOR did not exist as of >Nn.l Address: the seal date per section 61 G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 65.0 PSF @ 1.00 Duration Wind - 140 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record-, as defined -in ANSI/TPI-1- 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR761 Details: STRBRIBR-DEFLCAMB- Ref Description Drawing# Date 1 - 091 82--FG-1 17361219-12/27117- 2 09183--FG-2 17361237 12/27/17 3 09184--FT-3 17361220 12/27/17 4 09185--FT-4 17361224 12/27/17 5 09186--FT-5 17361217 12/27/17 6 09187--FT-6 17361216 12/27/17 7 09188--FT-7 17361222 12/27/17 8 09189--FT-8 17361192 12/27/17 9 09190--FT-9 17361227 12/27/17 10 09191--FT-10 17361214 12/27/17 11 09192--FT-1 1 17361212 12/27/17 12 .09193--FT-.12 17361238--12/27/.17.. 13 09194--TF-1 17361348 12/27/17 14 09195--TF-2 17361349 12/27/17 15 09196--T-1 17361230 12/27/17 16 09197--T-2 17361231 12/27/17 17 09198--T-3 17361232 12/27/17 18 09199--T-4 17361215 12/27/17 19 09200--T-5 17361218 12/27/17 20 09201--T-6 17361182 12/27/17 21 09202--T-7 17361236 12/27/17 22 09203--T-8 17361235 12/27/17 0920_4--.T_-_9_ 1.7-3fi1228-..12127L17- 24 09205--T-10 17361226 12/27/17 25 09206--T-11 17361239 12/27/17 26 09207--T-12 17361196 12/27/17 27 09208--T-13 17361191 12/27/17 28 09209--T-14 17361198 12/27/17 29 09210--T-15 17361195 12/27/17 30 09211--T-16 17361200 12/27/17 31 0 9212--T-17 17361199 12/27/17 32 09213--T-18 17361197 12/27/17 33 09214--T-19 17361171 12/27/17 Ref Description Drawing# Date 34- 09215--T-20 - 173612-34 12127117- 35 09216--T-21 17361241 12/27/17 36 09217--T-22 17361179 12/27/17 37 09218--T-23 17361189 12/27/17 38 09219--T-24 17361190 12/27/17 39 09220--T-25 17361221 12/27/17 40 09221--T-26 17361207 12/27/17 41 09222--T-27 17361229 12/27/17 42 09223--T-28 17361183 12/27/17 43 09224--T-29 17361193 12/27/17 44 09225--T-30 17361210 12/27/17 45 - 09226--T,3.1 - 17361-1 86-1 2/27/17- 46 09227--T-32 17361180 12/27/17 47 09228--T-33 17361181 12/27/17 48 09229--T-34 17361225 12/27/17 49 09230--T-35 17361184 12/27/17 50 09231--T-36 17361185 12/27/17 51 09232--T-37 17361204 12/27/17 52 09233--J-1 17361247 12/27/17 53 09234--J-2 17361178 12/27/17 54 09235--J-3 17361187 12/27/17 55 09236--J-4 17361203 12/27/17 09237-_J=5_ 1736_t223_ 1=117. 57 09238--J-6 17361211 12/27/17 58 09239--J-7 17361205 12/27/17 59 09240--J-8 17361209 12/27/17 60 09241--J-9 17361213 12/27/17 61 09242-- K-1 17361248 12/27/17 62 09243--K-2 17361202 12/27/17 63 09244--K-3 17361188 12/27/17 64 09245--K-4 17361233 12/27/17 65 09246--K-5 17361201 12/27/17 66 09247--K-6 17361206 12/27/17 12/29/2017 William H. Krick Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Ref Description Drawing# Date 67 09248--C-1 17361243 12/27117- 68 09249--C-2 17361242 12/27/17 69 09250--C-3 17361240 12/27/17 70 09251--C-4 17361246 12/27/17 71 09 252--C-5 17361245 12/27/17 72 09253--C-6 17361244 12/27/17 73 09254--C-7 17361177 12/27/17 74 09255--C-8 17361176 12/27/17 75 09256--C-9 17361175 12/27/17 76 09257--C-10 17361174 12/27/17 77 09258--C-11 17361173 12/27/17 78-09259--C-.12 17361. 172 12/27/.1.7- 79 09260--C-13 17361208 12/27/17 80 09261--C-14 17361194 12/27/17 mJ\\_'DING cPA?, q S THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, t-t:fO3l-/UIV IV tKEAfkL,KUGK GIJIVb l KUL I I /, /r1000LtJ I IJIV KtJ -- - rV-"I Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. The TIC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. SPECIAL LOADS LUMBER DUR.FAO.=1.00 / PLATE DUR.FAC.=1.00) TIC - From 120 PLF at 0.00 to 120 PLF at 4.17 BC - From 10 PLF at 0.00 to 10 PLF at 4.17 TIC - 1106 LB Conc. Load at 1.15. 3.15 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.00" o.c. Bot Chord: 1 Row 12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. 3X4 = 1.5X4 3X4 1 io 1-40 10-0-0 3X8 1.5X4 111 1.5X4 111 4-2-0 Over 2 Supports R=1344 W=8" R=1410 W=4" Design Crit: Fl3C2014Res/TPI-2007(STD) P` ..•••••; r k PLT TYP, Wave FT/RT=20% O% /5 0 17 • . ' ,FCC's TYA FL/ -/'I /-/-/R/- Scale=.5"/Ft_ Q AN Irw COMR4NY 2400 Lake Ofenge Dr„ Suite 150 WARNINOI» READ AND FOLLOW ALL NOTES oNTHIS or:Awurol IMPORTANT— ' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme tors In fabncating, handling, sWhipping, Installing andbracing. Refer to an II the latest edltlon of BCSI (BUIlding Component Safety Information, by TPI and rCA) for safety practices pr to performing these T.—H.". Installers shall provide temporary bracing per BCSI. Unless noted our. top chord shall have ns sh x attached structural sheathing and bottom chord shall have a properly alto rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed par C position as shown above a O own abe . .,nDeB7orB1O, as t,d of isle. Apply plates to each }ace of -rasa standard the JOlntDetails, unless no d otherwise. Refer to o drawings eof tr fornd po plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fro ' drawing, any failure to bulld,the buss In conformance with ANSI/rP1 1, or for handling, shipping, Installation a bracing of truasee. seal on this drawl opVW page USWV this dnsiwing. ItWloatM acceptance of pr0leeelOnal argl ynaanng responsibility solely aorthedesignshovm. T'he eultabil"y and use of this drawing fnx any atruaturs la responsibility of the Building Designer Per ANSVTPI 1 Sea.2. L o. 708 1 x I • G O e •' Cv L•. , , g 1• •.. ••• NG" O / 1 idrwbtµltt TC ILL 40. 0 PSF TG DL 20. 0 PSF BC DL 5. 0 PSF BC LL 0. 0 PSF TOT.LD. 65. 0 PSF EF R761-- 9182 ATE 12/27/ 17 ORW HCUSR761 17361219 C-EN G JB/DF SEQN- 15012 D U R. FAC. 1.00 61S PACING 24. 0" JREF- 1 W74761 Z06 Orlando, FL 32837FLCOA#0278 For mare Information see this Job's general notes page and these web sites: ALPINE:—alpineltw.mm; TPI: w tpinst.org; WrCA: vlWw.sbcindustry.com; ICC: —.I ccsafe.or0 Villiam H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Fyb3l-/U N I V t K JAL, KUUK GUN51 KUG I 1 / /r1U UULCJ I UN Kt5 -- "" - rCi-Z Value Set: 13B (Effe tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 2250f-1.9E Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSO Special loads Lumber Dur.Fac.=1 .00 / Plate Dur.Fac.=1 .00) TC- From 120 plf at 0.13 to 120 plf at 16.94 BC- From 10 plff at 0.00 to 10 plf at 16.94 TC- 918.00 lb Conc. Load at 0.00,10.83 TC- 1550.00 lb Conc. Load at 16.94 Wall girder loading on this truss. 1-0-8 3X5 - 3X6 - 3X4 - 3X4 = 1.5X4 iii 3X4 2 COMPLETE TRUSSES REQUIRED Nail Schedule: 0.128"x3", min. nails Top Chord: 1 Row @ 4.75" o.c. Bot Chord: 1 Row 12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between ;rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 3X4 = 3X6 - 3X8 1-4 0 10-0-0 3X8 - 3X6 3X4 - 3X8 — 3X4 - 3X6 - 3X8 3X5 in 3X5 iil 16-11-4 Over 2 Supports R=2335 W=7.25" R=3238 W=811 Design Crit: FBC2014Res/TPI-2007(STD) 1;t hPLTTYP. Wave FT/RT=20% 0% /5 0 17.* (D 6 ' 0 TY:1 FL/-/1 /-/-/R/- Scale=.375"/0. WA:RNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme c7re in fabricating, handling, shipping, installing and bracing. Refer to and oli the latest edition of SCSI (Buiom ldingCponentSafety Infonnatidn, by TPI and WTCA) for safety practic pr f %' o. i 8 1 I: z TC LL 40.0 PSF TC DL 20.0 PSF REF R761-- 918 DATE 12/27/17 Q AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 to performing these function6_ Installers shall provide tempos bracing per BCSI. Unless noted othe top chord shall have properly attached structural sheathing and ottom chortl shall have a properly atta e rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing installed par C sections Data aIor B'10, as tepllceble. Apply plate. d each face of -Z f. and position as shown above a theJointDetails, unless noted otherwise. Refer [o drawings t0OA-2 fo, standard plate positions. Alpine, a division of Io b Building Components Group Inc. shall not be res for hen for any deviation fro drawing, any fauura g build the truss in conformance with ANSIlTPI 1, or for handling, shipping.` installationbrecingpftrus.e.. A reel on this drewlnQ r ooVef page Ilsting this drawing. Indloatss egoeptsnoe of professional enginesrin9 resp.— Ill, llty solely p r the design shown. The suitability antl use of this drawing for any structure la th reap... lbility of the Building Designer per ANSI/TPI f sap-z- F 1T O - ti y / , • a..•- •• j sstNA0 ,L' BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 65.0 PSF DRW HCUSR761 17361237 HC- ENG JB/DF SEQN- 15472 D U R. FAC. 1.00 61 SPACING 24.0" JREF- 1 W74761 ZQ6 Orlando, FL 32837 FL COA#02]$ For more Information see this job's ganaral note, page and these web =titea: Al: www.elpineitw.yom; TPI: www.tpins ,rg; WTCA: wwwsbcind—try.com; ICC: www. lccsafa.org t/ 1 i {, ilIiamH. Krick Lic. Number 7o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL,R0CK CONSTRUCTI ( /HUUULES I UN KES .-- , - F 1 -3 Value Set: 13B (Effet tive 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wall girder loading on this truss. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X3 = 1.5X4 pl 1X4(R) A.5X4 III 2X-+ III R=399 PLF W=13-1-4 Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 398 plf at 0.13 to 398 pif at 13.10 BC- From 5 plf at 0:00 to 5 plf at 13.10 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 282 PLF at 0.13 to 282 PLF at 13.10 BC - From 5 PLF at 0.00 to 5 PLF at 13.10 1.5X4 III 1.5X4 0.5X4 III 1.5X4 w1.5X4 III 1.5X4 III 3X4 13-1-4 Over Continuous Support L/%Y III Note: All Plates Are 1X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) P';;:..•..,, k j'%a PLT TYP. Wave FT/RT=12% O% /5 0 17.t4° f!, . " , C TYA FL/-/1 /-/-/R/- Scale=.5"/Ft. wARNwcr• READ AND FOLLOW ALL NOTES ON THIS DRAWING] ? TC LL 40.0 PSF REF R761-- 918IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. po Trusses require extreme c ra In fabricating, handling, shipping, Installing antl bracing. Rotor to entl OII Ili 0, oO L the latest edition of BC51 (Btliltling Component Sefaly Information, by TPI and WTCA) for safety practic p x' TC DL 20.0 PSF. DATE 12/27/17 to pe Rorming these functiong. Installers shall provide tempera bracing per BCSI. Unless noted othe y top cM1ord shall have properly, attachetl structural sheathing antl o[lom chord shall have a properly atta e • BC DL 5.0 PSF DRW HCUSR761 17361220rigidceiling. Locations shown for permanent letaral restrain[ f webs shall have bracing installed per C I ! T ( actions B3, 67 orSIC,1.. as applicable. Apply plates to -In face of truss and position as shown above a E IIL'I \\\IJII the Joint Details, unless noted l—bi.. ise. Refer to o e.. f 4 of -Z for stand artl plate positions. a BC LL 0.0 PSF HC-ENG JB/DF Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any tleviaticn fro • 1 A drawing, any failure to build tlta truss in conformance with ANSITPI t, or for handling. shippl,q.. 1• ` AN ITW COMPgNY installation & bracing of t vases. \\\U TOT.LD. 65.0 PSF SEQN- 15460 tseal on this dni or ooLer page listing this dnwing. Indlostss seoaptance of professional sngln—rin Ss aponalbllhy solely for the design ah—. The atdtab)uty and use of this drawing for any structure 1. tgit QNAL DU R. FAC _ 1.00 2400 Lake Orange Dr., Suite 150 raspanslbllley of the Building Designer per ANSITPI f Sao.2. Orlando, FL 32837 For more Inferr:,atlen see into Job•, general notes page end thaw web sites: PACING 24.01t JREF- 1 W74761 ZQ6 FL COA#0278 ALPINE: ww--Ipineltw.com; TPI: www. tpinst.org; WTCA: www. sbcindustry.—m; ICC: ww 1—sefe.org illiam H. Krick Lic. Number 7c 6hS — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL.ROC K CON STRUCTI { /HUUULES I UN RE -- , ` - FT-4 ) Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Deflection meets L/480 live and L/360 total load. Creep increase Webs 4x2 SP #2 factor for dead load is 1.50. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 24" 5-6-10 5-6-10 15 Typ 4X4 = 1 X4 iii 3X3 - 1 X4(R) - 3X4 - 3X3 - 1 X4 iii 3X4 = 4X6 4X5 - 3X3 = 3X3 - 3X3 - 3X3 = 4 X 5 2X4 iii 13-1-4 Over 2 Supports R=837 W=7.25" 2X4 iii R=852 W=8" Design Crit: FBC2014Res/TPI-2007(STD) P`••H: ,y'4 PLT TYP. Wave FT/RT=12% O% /5 0 17 OQTY:1 FL/ -/'I /-/-/R/- Scale=.5"/Ft. WARNING(" READ AND FOLLOW ALL NOTES ON THIS DRAWING] ifIMPORTANT' 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e s TC LL 40.0 PSF REF R761-- 9185 DATE 12/27/17 d IIP AN ITW COMPANY 2400 Lake Orange Dr., Site 150 Orlando, FL 32837 FL COA#0278 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to an ell the latest edition of BC51 (Bu omltlingCponent Safety Infortnatidn, by TPI and WTCA) for safety prectic p to performing these functiont;. Installers shall pr—ld, term bracing per BCS I. Unless noted oth lop chord shall have properly attached structural sheathing and pottom chord shall have a properly ana rigid ceng. Locations shown for permanent lateral restraint of webs shall have bracing installed pas CactionsB3, it or 610, as applicable. Apply plates to each face of truss and position as shown abovemeJointDetails, unless noted otherwise. Refer to drawings $OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc- ahali not be responsible for any deviation fro drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. installahpn g bracing of —sees. A seal on this dnwing or Dover pegs listing this drawing. Indicates acceptance of profssslonal—glnesrinp responsibility solely for the design shown. The suitability and use of this drawing for any atrupturo is iDf, respa—lbility, of the Building Designer per ANSI/TPI 1 13ac_2. ' For more information sea this job-s general note page and these web sites: ALPINE: www.alpi—it—com; TPI: ww—Api—torg; WTCA: www.sbcind—Wy.00m; ICC: www.iccsafe—g 71 8 1 I O P c, s•: 4 •• oy aOL illiam H. Krick Lic. Number 70 TC DL 20.0 PS F BC DL 5.0 PS F BC LL 0.0 PS F TOT.LD. 65.0 PSF DRW HCUSR761 17361224 HC-ENG JB/DF SEQN- 14981 D U R. FAC. 1.00 U1S PACING 24.0" JREF- 1 W74761 ZQ6 L i onm THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. FLJ-631-/UNIVERSAL,ROC; K (;ONS 1 KUG I I / /HUUULL6TON RES "' - F 1-5 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. See detail STRBRIBR1014 for bracing and bridging recommendations. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. 24" 5-4-10 5-4-10 15 Typ 1X4 m 4X4 =_ 3X3(-*) 1 X4(R) = 3X3 = 3X3(*) 1 X4 III 3X3 = 4X6 4X5 = 3X3 - 1 X4 III 1 X4 lu 3X3 - 4X5gF 2X4 iii 12-9-4 Over 2 Supports R=815 W=7.2511 2X4 ill R=830 W=4" 1-4-0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) ,i!..:i;, kiQj%ate PLT TYP. Wave FT/RT=12% O% /5 0 17FL/-/l /-/-/R/- Scale=.5"/Ft. . a Lp AN ITW COMP,TNY 2400 Lake Orange Dr., Suite 150 WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ s.' IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C Truaa. a require extreme c ra In fabricating, handling, shipping, installing antl bracing. Refer to oil the latest edition of BCSI (BUilding Component Safety Intormatidn, by TPI and WTCA) for safety prat[ c p to performing these function. Installers shall provide tempora bracing par BCSI. Unless noted o1h top cM1ortl shall M1ave properly attached structural sheathing and ottom chord shall have a properly atta rigid - ailing. Locations shown for permanent lateral restrain[ of wabs shall have bracing installed pe o actions B3, B7 or BL O, — appil—ble. Apply plates to each facd of truss and position as shown above a the Joint Details. unless noted otherv+ise. Refer to drawings 16DA-Z for standard plate positions. Alpina, a tlivislon of ITW Building Components Group Inc. shall not be responsible for any deviation fro drawing, any failure tc build Iha truss in conformance with ANSITPI 1, or for handling, sM1lpping, installation ffi bracing of tru?sas. A se.i on this drawing or cover page listing this drawing. Indicates stmeptanca of profeeslonal engineering ra. ponallol Ity solely for the d.slgn an—. The suit.b111ty and u.. of this drawing for any .truotura 1. th re. pm o..iblyorrat. Building D.sign.r per ANS VTPI f Sac2. 1 o. 708 - 1 Z - s 1 S T O - • _ w p` '. ati` tsF.,`(qQ •' tt tin tggtT" TCLL 40.0 PSF 7C DL 20.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 65.0 PSF REF R761--_ 9186 DATE 12/ 27/17 DRW HCUSR761 17361217 HC-ENG JB/DF SEQN- 14984 D U R. FAC. 1.00 - SPACING 24. 0" JREF- 1 W74761 Z06 Orlando, FL32837FormoreinformationseetMsjob's general notes page and th.s. web sit— FL COA 40278 ALPINE: www. elpinei[w.com; TPI: www.tpinsL—Q: WTCA: caw—lo,nd—try.com; ICC: www.ic safe.org I illlam H. Knck L1c. Number / 0 61 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUIBMITTED BY TRUSS MFR. I-91531-/UNIVtKSALKUGK GUNS I KUG I I ( /HtJUULtJ I UN KL:,-3 , "" - F 1-6 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SIP #2 Webs 4x2 SIP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO 2-1-10 24" 1 2-1-10 15, Typ. Deflection meets L/480 live and L/360 total load: Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 3X3 1X4(R) — 3X3 3X3 - 3X3 1-0 8 1X4(R) = 1-0 8 10-0-0 T 3X3 - 1 X4 III 2X4 ui 1 X4 pl 3X3 = 2X4 III 6-3-4 Over 2 Supports R=393 W=7.25" R=393 W=4" 1-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=12% O% /5 0 17 jJt H. •"'*. 1 'k QTY:2 FL/-/l /-/-/R/- Scale=.5"/Ft. waawNGr READ AND FOLLOW ALL NOTES ON THIS DRAMNGI IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Z TC ILL 40:0 PSF REF R761=- 9187 Lp AN ITW COMPANY 2400 Lake Orange Dr.. Suite 150 Trusses require extreme cT're 1n fabricating, handling, shipping, installing and bracing. Rafar to a Toll 4« the latest edition of SCSI (BuLilding Component Safety Infonnatidn, by TPI and WTCA) Tor safety erect ea ri l. Q$ . to performing these runctionp. Installers shall provide tam poll bracing per BCSI. Vnless noted of rwla ' x top chord shall have properly attached structural sheathing _.d .ttom chord hall have a properly a d rigid tailing. Locations shown for permanent lateral restraint of webs shall haves bracing installed I ti63, B7 or 810. as applicable. Apply plates to each face of truss and positioOQtheJointDetails. unless noted otherwise. Rafar to drawings 160A-Z for Standard plate positions. :• Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation f (((1VV/- drawing, any failure to build the truss in conformance with ANSI%TPI 1. or for handling, Shipping. • F' installation & bracing of tr...... g'.•eta t:l on this drawing or Dover P.O. listing this drawing. Indicates soospt.noe of profe..lonel ..gin..rin `•••.•.•`• G` wponSibillty solely for the daalgn Shown. The suitability and use of this drewing for any awature 1. i raspon Sibllity of the Building Dasign— per ANSITPI 1 See2. s, TC DL BC DL BC ILL TOT.LD. 20:0 PSF 5.p PSF 0.0 PSF 65:0 PSF DATE 12/27/17 DRW HCUSR781 17361216 HC-ENG JB/DF SEQN- 14 87 D U R. FAC. 1. 00 61S PACING 24.0" JREF- 1 W74761 Z06Ortindo. FL 32837 FL 60A#0278 For more information sae this job's general note page and thane web aitea: ALPINE: www. elpineitw.com; TPI: www.tpinst.org; WTCA: www. sbci ndustry.com; $CC: www.icceefe.org illiam H:. Krick Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUpMITTED BY TRUSS MFR. F9631-/UNIVERSAL.ROCK CONSTRUCTI (/HUDDLESTON RES.-- , ** - FT-7 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 225bf-1.9E Bot chord 4x2 SP #2 Webs 4x2 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.=1.25) TC- From 338 pit at 0.13 to 338 plf at 6.27 BC- From 5 plf at 0-00 to 5 plf at 6.27 TC- 304.00 lb Conc. Load at 4.00 TC- 500.00 lb Conc. Load at 5.54 SPECIAL LOADS LUMBER DUR.FA .=1.00 / PLATE DUR.FAC.=1.00) TC - From 255 PLF at 0.13 to 255 PLF at 6.27 BC - From 5 PLF at 0.00 to 5 PLF at 6.27 3X3 - 1.5X4 lit 1X4(R) A.5X4 OX4 III 2X4 III 2h.+ III I A,+ III I A-+ III 673-4 Over Continuos Support R=464 PLF W=6-3-4 3X4 Deflection meets L/480 live and L/360 total load: Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Wall girder loading on this truss. Sheathing is required for any longitudinal (dra ) forces. All connections to be designed by the building desig ner. cA'+ III 1-4-0 10-0-0 — — PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=12% O% /5 0 17 H. 1 h4 ' QTY:1 FL/-/1 /-/-/R/- Scale=.5'•/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRHCTORS INCLUDING THE INSTALLERS. TC LL 40:0 PSF REF R761,- 9188 nI 1 d IIILJrJlLP0 AN ITW COMPANY 2400 Lake Orange Dr., Spite 150 Trtissas require eMrame care in fabricating, handling, shipping, installing and bracing. Refer tofoil the latest atlinon oT BCSI (Building Gomponeni Safety Infom,atidn, by TPI and WTGA) for safety pract a p 0. 08 1toperformingthee, function. Inatallera shall provide tempos bracing per BCSI. Unless noted of a s tap chord shall have properly attached structural sheathing and ottom chord shall have a properly a $d rigid tailing. Loca[lons shown for permanent lateral restraint of webs shall have bracing installed p CIG I sections B3, By or B1 D, as applicable. Apply plates to each face of truss and position as shown abo d O OtheJointDetails. unless _6d otherwise. Refer to drawings 16DA-Z for standard plate positions. _ Alpine, a division of ITW Building Components Group Inc. shall not be rasp... into for any deviation f n' Adrawing, any failure to Walla the truss in c.nform.nce with ANSIfTPI 1, or for handling, shippin • installation B, bracing of trusses. g tiy ` •• A seal on this dnwlnp or coverpageIlating this drawing. Indicates acceptance of proteselonsl enginesrin I •'•••w•••a rnaponalbilltysolelyforthedesignshown, The suitability and use of this dnwlng far any sUciatun Is th ss`Q pI ^t (,i\' rasponslbllltyoftheBuildingDesignerperANS11TPI1Sac.2. NAIL v TC DL BC DL BC LL TOT. LD. 20: O PSF 5. p PSF 0. 0 PSF 65: 0 PSF DATE 12/27/17 DRW HCUSR7Q1 17361222 HC- ENG JB/DF SEQN- 15463 DU R. FAC. 61S PACING 24.01t JREF- 1 W74761 Z06 Orlando, FL 32837 FL COA#0278 For — or. Information an this job's general note¢ page and chase web .it.e[ ALPINE: www.elpin eitw.com; TPI: www.lpinst.Org; WTCA: wwbus w.scindtry.com; ICC: www.iccsafe.org illiam H. Krick. Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUIMITTED BY TRUSS MFR. robs-l-/vN1 VtKJHL.KVt_.K L.VNJ I KUU 1 I( /HUUULt51 UN KtJ r- , - r 1 -0 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 3X3 = 1X4(R) W=3X4 - 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 3X6 - 3X3 - 2X4 III 3X3 -1 X4 III 1 X4 III 1 X4 III 1 X4 III 1 X4 III 1 X4 III 1 X4 III 2X4 III W=3X4 = 3X3 20-11-4 Over 2 Supports R=169 PLF W=12-11-4 3X3 - 3X5 - 1-io10-0-0 3X3 = 3X3 = 3X3 - 3X3 2X4 III R=515 W=8" Note: All Plates Are 1.5X4 Except As Shown. fNtO""+/+• a, Design Crit: FBC2014Res/TPI-2007(STD) M Ff PLT TYP. Wave FT/RT=12% O% /5 0 17 1 0 QTY:1 FL/-/1 /-/-/R/- Scale=.375"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • yy IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ••• •% •i TC LL 40.0 PSF REF R761-- 9189 4Trussesrequireaxtrametaroin =ab .Hng, handling, shipping, installing and bracing. Refer to a full o. OS 1 TC DL 20:0 PSF DATE 12/27/17thelatesteditionofBCSI (B L!17ng Component Safety Informatidn, by TPI and WTCA) for safety pract e• ptoperformingthesefu..tionp. Installers shall provide temporar bracing per BCSI. Unless noted of la • -' top chord shall have properly attached structural sheathing and oitom chord shall have a properly at fed : HCUSR761 17361192rigid ..ling_ t.oca6ona shown for permanent lateral restraint f webs shall have bracing installed p giiC I C BC DL 5.0 PSF DRW _ sections De B7 or 61a es applicable. Apply plates d each face of truss and position as shown ns. nd-O S T tJ i' he Joint Details' unless not tl otherwise. Refer to drawings 160A-Z for standard plate positions. • BC LL 0.0 PSF HC-ENG JB/DFAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation f m A drawing, any failure to buildthe trues in conformance with ANSITPI 1, — for handling, shipping, • /'.- 4 AN ITW COMPANY installation a bracing .f tr saea. v% TOT.LD. 65:0 PSF SEQN- 15466 A asal on thla ding or oowr Page Ilating thla drawing. Indloaoe»rofs tsa aptanoaofpaalonalengln•erin ...r•••' responalblllty eolalrewy for the design shown. The bultability '"el use of this drawing for any strugtura la th FSS/QNAt G D U R. FAC. 1:00 2400 Lake Orange Dr., Suite 150 responalbdlty of we Budding Designer par ANSU'TPI 1 S-2. Orlando, FL 32837 For more information sae this job's general notes page and th.aa web sites: PACING 24.0" JREF- 1 W74761 Z06 FL COA .0278 ALPINE: www.alpinei[w.iom; TPI:—.tpl—t—g; WTGA: www.sbcindustry.com; ICC:—.iccaafs.org illiam H. Krick Lic. Number 70 61S 12/29/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUOITTED BY TRUSS MFR. 1-9631-/UNIVtKSAL,KUGK GUNS 1 KUG I I / /F7000Lt.7" I UN KtS Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 3X4 1 X4(R) - 3X3 - 3X3 - 3X3 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up W=3X4 3X3 = 4X8 = 3X4 1 X4 III ri 4X4 4X5 2X4 III W=3X4 - 2X4 Ili 3X3 = 1 X4 III 1 X4 ui 1 X4 III 3X3 - 2X4 ui 20-11-4 Over 2 Supports R=745 W=7.25 R=226 PLF W=8-8-0 1-4 0 10-0-0 Note: All Plates Are 1.5X4 Except As Shown. W"Wh01 * hDesignCrit: FBC2014Res/TPI-2007(STD) H• y PLT TYP. Wave FT/RT=12%g O% /5 0 17 ''t 'f 4s TY:1 FL/-/1 /-/-/.R/- Scale=.375"/Ft. WARNINGI'• READ AND FOLLOW ALL NOTES ON THISDRAWINGi IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r* `~ 1. TC LL 40:0 PSF REF R761-- 9190 DATE 12/27/17 a AN ITW COMPfaNY 2400 Lake Ort loe Dr., Suite 150 2OrlrL Trusses require extreme .,or. in fabricating, handling, shipping, installing and bracing. Refer to a foul the latest edition of BGSI (BUilding Component Safety Information, by TPI and WTCA) for safety pro- a pr to performing these function. Installers shall provide tom pore bracing per BCSI. Unless noted oth le top chord shall have properly, attached structural sheathing and.no chord shall have a properly an 1 rigid ceilinshown g. locations for permanent lateral restraint of webs shall M1ave bracing installed p sections B3, 67 or B'10, as applicable. Apply plates to each Face of truss and position as shown above nd o the Joint Detalls, unless noted otherwise. Refer to drawings t60A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc- shall not be responsible for any deviation fr drawing, any failure to build the truss in conformance with ANSITPI t, or for handling, shipping, installation s, bracing of trusses. p D g g g. pt•noe o1 AseNonthisdr•win r Dover • e listing thus drowin Indlonss •Doe professional anglneeis rosponslbllltysolelyforthedesignshown. Tha suitability and use of this drawing for any structuro Is responsibility of the Building Designer par ANSI/TPI t Sec-2- For more information sae this job's general noted page and thaw web sites: s o, 7 8 1 T ;' Ss 1 w• ` ,.`, I+ {{{(777'• s..,.. w. S/ dNA4 TC DL 20:0 PSF BC DL 5.D PSF BC LL 0.0 PSF TOT. LD. 65:0 PSF DRW HCUSR761 17361227 HC- ENG JB/DF SEQN- 15469 D U R. FAC. 1.00 24. 0" JREF- 1 W74761 Z06 COLrLcoAa0278ALPINE: www.alpineitw.com; TPI: www.[pinsGorg; WTCA: wvN sbcintlus[ry.com; ICC: www.ic safe.erg illiam H. Krick Lie. Number 70 61SPACING 12/29/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU*TTED BY TRUSS MFR. llA1CTO1 Il TI % /LJl iflr'll CCTl1N1 O k CT 1!1 \ Value Set: 13B (Effe6tive 6/1/2013) Top chord 4x2 SP 225of-1.9E Bot chord 4x2 SP 225 f-1.9E Webs 4x2 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Truss must be installed as shown with top chord up. 9-5=10 1 " Ty p 24" 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.33" DL: 0.37". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. 10 W=3k4 - W=3X4 6X6 - 5X8 - 5X5 - 5X5 - 1.5X6 iii 1.5X6 lii 5X5 5X5 5X8 = 6X8 5X8 - 4xF - W=H0310 - Ixa = -1xa YS = 4X6 = 5X8 1 X4(R) - - -- - 3X5 - ..... — --_ - • — -• -- — 2X4 lil 2X4 m 20-11-4 Over 2 Supports R=1346 W=7.25" R-1361 W=4" 1-4 0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=12% O% /5 0 17 ''t• I'4sQTY:9 FL/-/1 /-/-/R/- Scale=.375"/Ft. WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. gee + TC LL 40:0 PSF REF R761=- 9191 O AN ITW COMPANY Trusses require extreme c ra in fabricating, handling, shipping, installing and bracing. Rafe, to a Toll the latest etliticn of BCSI (Building Component Safety Inf--tidn, by TPI and WTCA) for safety pro" s pr to performing these function. Installers shall p—lde temporary bracing per BCSI. Unless noted oth 1. top ch,,d shall h... properly, attached structural sheathing and hottom chord snail have a properly att h& ngld ceiling. Locations shown for permanent lateral restraint gf webs shall nave bracing installed p 4 sections D 67 or B1 D, as applicable. Apply plates to each fact of truss and position as sM1own above nd ntheJointDetails, unless noted otherwise. Re lot,, drawings 1 of r for standard plate positions. Alpine, a dlviaion of ITW Building Components Group Inc. shalt not be responsible for any tlavlation fr drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, instauation a bring of trues... ac A seal on this drawing rover page listing this drawing. Indicates aoosptance of Professional enginoorinpresponsibilitysolelyforthedesignshown. The suitability and use of this drawing for any struct— Is th s A aO. vr % CJ T Q •%" tis wA •sY • C , • a••s tt •" r i7/ON AtONALTIC DL 20:0 PSF BC DL 5. p PSF BC LL O.p PSF TOT. LD. 65:0 PSF DATE 12/27/17 DRW HCUSR761 17361214 HC- ENG JB/DF SEQN- 15 J02 DU R. FAC. 1.00 2400 LA f Omp Dr., Suite 150 r.sp.nsibllity of the Building Designer Per ANSlfTPI 1 S-2. SPACING 24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 For more Info,mation see this job's general notep page and tha.a web site,: FL COA#0278 ALPINE: www. alpi—it—com: TPI: www. tpl—Corg; WTCA: w .s1r,mdustry.com; ICC: w wA....fa—g illiam-H. Krick Lie. Number 70 61 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631 -/UN IVERSAL ROCK CONSTRUCTI % /HUDDLESTON RES', - , "` - FT-11 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP 225bf-1.9E Webs 4x2 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 1-0-8 24" 7-2-10 15 Typ 4X5 1 X4(R) — 3X5 - 3X3 - 3X3 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.18" DL: 0.22". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. 7-2-10 3X3 = 3X3 - 3X5 - 4X6 - 4X6 - 3X5 - 3X3 = 1.5X4 lu 3X5 = 4X6 2X4 iii R=1053 W=7.25" 1.5X4 iii . 3A3 — 16-5-4 Over 2 Supports 2X4 m R=1069 W=411 1 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=12%(0% /5 0 17 r i H. t• '/ 4 TY:2 FL/-/1 /-/-/R/- Scale=.5"/Ft. AN ITW COMPANY 2400 Lake Oran;e Dr, Suite 150 WARNINGP` READ AND FOLLOW ALL NOTES ON THIS DRAWING sae •e v IMPORTANT— - FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a • Trusses trams - fabn—tin handling, shi I g, Installing 9. s ' e,uire ex ere g, g, ppin nstalnn and bracin Refer to a fan O. $ the latest Id, ill of SCSI (Building Component Safety Informatidn, by TPI and WTCA) for safety practi s pr to performing these function. Installers shall provide tempera bracing per BCSI. Unless noted oth IB a top chord shall have properly attached s—tur.I sheathing a d ottom chord shall have a properly 'it d rigid ceiling. Locations shown for permanent lateral restraint f webs shatl have bracing installed p d'C csectionsB3, 67 or B'10, as applicable. Apply plates to each face of truss and position as shown above nd a a7. OtheJointDetails, unless noted otherwise. Rater to drawings 1 OA-2 for standard plate positions. , V Ilr Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation drawing, any failure to build tM1s truss in conformance with ANSIrI'PI 1, or for handling, shipping, 4ae ( •1•ainstallation8. bracing of trusses. A seal on this drawing or oovsr page Iletlnp this drawing, Indicates scoaptence of professional angin esring ('1 responslbllity solely for the design shown. The ulltablllty and use of this drawing for any structuro la th ss/Q A l roaponsibllity of the Building Designer par ANSI TPI I Seat. viY/yL TC LL TC DL BC DL BC LL TOT. LD. 40: 0 PSF 20: 0 PSF 5_ 0 PSF 0. PSF 65: 0 PSF REF R761-- 9192 DATE 12/27/17 DRW HCUSR761 17361212 HC- ENG JB/DF SEQN- 15005 D U R. FAC. 1: 00 SPACING 24.0" JREF- 1 W74761 Z06 Orlando, FL 32s37 For mere inforn,annn see this job's 9--1 out" page and these web aitaa: FL CDA 2%$ ALPINE: w .alpineitw.c,om; TPI: _.tpinsLorg; WTCA: www.sbcindustry.com; ICC: www,i—sefe.org 1lllam.H. Krick Lic. Number 70 61 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU MITTED BY TRUSS MFR. r9631-/U N I VE RSAL. KUUK CON STRUCTI / /HU DDLEs I ON KEs -- - r 1-12 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 1 Bot chord 4x2 SP 2250f-1.9E Webs 4x2 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. 7-6-1 1 "Ty',p. 4X5 1 X4(R) - 4X4 3X3 - 3X3 - 24" 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.20" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. 6-1 3X3 - 3X3 = 4X4 - 4X6 4XF = 4X4 = lyll — 1 -r;X4 4X4 4XF = 2X4 2X4 ul 1.5X4 III 3X3 - 17-0-2 Over 2 Supports 1-4 0 10-0-0 — R=1091 W=7.25" R=1106 H=H1 nmraraµs, Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=12% O% /5 0 17 • ! 46 QTY:2 FL/-/1 /-/-/R/- Scale=.375"/Ft. WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. fi TIC LL 40:O PSF REF R761 ;- 9193 DATE 12/27/17 d Lp AN ITW COMPANY 2400 Lake Orange Dr, Suite 150 Trussas require extreme care in fabricating, handling, shipping, installing and bracing. Refer to a fell the latest edition of SCSI (Building Component Safety InfonnatidnW , byTPIandTCA) for safety p-ctl s P to performinthese function}. Installers shall provide tempor.1y bracing per BCSI. Unless noted o[ la tap chard shag ll have properly, attached structural sheathing and p.hom chord shall have a properly att rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed p Apply plates to each face Of truss and position as shown above ,tl p actions 63, B7 or uBID,nlesstheJointDetails, unless noted oable. se. Refer to drawings a of tZ for standard late (Ions. n tedotherwise. p positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible far any deviation fr drawl,,. any failure to build the truss in conformance with ANS;fTPI 1, or for handling, shipping, installation & bracing of A seal on this tlreWlrtp r Dover pegs Iletlnp thls :revving, Indian too soosptenoe of p-feed—1 —VIrl eon roeponslbmty coleyforthedaslgnshown. The suitability end see of this drawl g for any structure 1. to responsibility of the BullDesigner per ANS VTPI 1 Sec.2. 1 Q. U8 S S T O aS J / r/ I'•- • {4 c`'•. .•G a Y ems••"•'•• A` A (` ONAL TCDL 20: 0 PSF BC DL 5. 0 PSF BC LL 0. 0 PSF TOT.LD. 65: 0 PSF DRW HCUSR761 17361238 HC-ENG JB/ DF SEQN- 15008 DU R. FAC. 1.00 61S PACING 24. 0" JREF- 1 W74761 Z06 Orlando, FL 32937FLA#0278 CO For moreInfnrmati— see this job's general notes page and these web aitea : ALPINEwww. : alpineitw.comI: www ; TP.1pi—t.Org; WTCA: www.sbcindus[ry.com; ICC: --.i.... fe.org illiam H. Krick Lic. Number 70 12/29/2017 THIS DW(; PRFPARFD FRr)M r`r)MP(ITFR INPI IT lI r1ADS R nIMFNSInNS)-IJRMITTFD SY TRUSS MFR F96314UNIVERSAL ROCK CONSTRUCTI / /HUDDLESTON RES -- , ** - TF-1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 J2 2x4 SP 2250f-1.9E: Bot chord 2x4 SP 225bf-1.9E :B2 2x4 SP M-30: Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC SPECIAL LOADS LUMBER DUR.FA.=1.00 / PLATE DUR.FAC.=1.00) TC - From 59 PLF at -1.40 to 59 PLF at 0.00 TC - From 54 PLF at 0.00 to 54 PLF at 16.81 BC - From 20 PLF at 0.00 to 20 PLF at 16.94 TC - 918 LB Conc. Load at 6.17 Wind loads and reactions based on MWFRS with additional C&C member design. LATERALLY BRACE TOP CHORD BELOW FILLER AT 24" O.C, OR RIGID SHEATING, INCLUDING A LATERAL BRACE AT CHORD ENDS. 2X4(**) 3 x1n = 1.5X4(*) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind,,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. III 1-0 8 10-0-0 4X7(A2) - 3X4 - 1.5X4 III 3X5 III I 4X12 1-4_ I 4-0-8 I 12-9-4 0- 8 16-11-4 Over 2 Supports R=1309 U=218 W=811 R=943 U=146 W=7.25" RL=39 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20% O% /5 0 17 Imtmggru H• 7/ 4°:QTY:7 FL/-/1 /-/-/R/- Scale=.375"/Ft. waRNINGr` READ AND FOLLOW ALL NOTES ON THIS DRAWINGI d IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S. TC LL 20:O PSF REF R761-- 9194 Q N E AN ITW COMPANY 2400 Lake 0—ge Dr., Suite ISO Tru asas require extreme care in fabricating, handling, hipping, installing and bracing. Rafe, to aI' toll the latest edition of BCSI (Building Component Safety InTormation, by TPI and WTCA) for safety praotl,vs;, o. 8 i atoperformingthesefunctloni:. Installers shall provide tempos bracing per SCSI. Unless noted of Is top chold shall have properly attached structural sheathing aod nom chord shall have a properly at rid prigidceiling. Location. shown Tor permanent lateral restraint of webs shall have bracing installed p sections De B7 or 610, es applicable. Apply plates to each face of -Zf. and position es shown above nd o s the Joint Details, unless not&d otherwise. Refer to drawings 160A-Z Tor standard plate positions. S T O •,QAlpine, a division of ITW Building Components Group Inc- shall not be responsible for any d—iatipn fr s : w r drawing, any failure [p build he truss in conformance with ANSI/TPI 1. or for handling, shipping I•_ s inscauacion s bracing of [rus.es. ,/i,(~tit 1 G., t1 A seal on this drswlnp co"r page listing this drswlna. Indlostss acceptance of Professional englnserin (` 11 's•••••r•s re.ponalblllty solely for the design shown. The suitability and uae of this drewing for any atructurn Ie S QNALreaponslbilityoftheBuildingDesignerperANSITPItsac_2. TC DL SC DL BC LL TOT.LD. 7.0 PSF 10:0 PSF 0.0 PSF 37:0 PSF DATE 12/27/17 DRW HCUSR761 17361348 HC-ENG JBMHK SEQN- 15187 D U R. FAG 1:25 61SPACING 24.0" JREF- 1 W74761 Z06Odado, FL 32837 FL COA #0278 For more Information see this job's general notes page and these web eitea: ALPINE:—alpineit—com; TPI: —sptrcom in—org; WTCA: www.sbciodusy.; ICC: www.Iccsafe.or9 illiam H. Krick Lic. Number 70 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL ROCK CONSTRUCTI / /HUDDLESTON RES -- , ** - TF-2) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 -T2 2x4 SP 2250f-1.9E: Bot chord 2x4 SP 2*f-1.9E :B2 2x4 SP M-30: Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by %ALSC SPECIAL LOADS LUMBER DUR.FA.=1.00 / PLATE DUR.F%AC.=1.00) TC - From 54 PLF at 0.00 to 54 PLF at 16.81 BC - From 20 PLF at 0.00 to 20 PLF at 16.94 TIC - 918 LB Conc. Load at 6.17 Wind loads and reactions based on MWFRS with additional C&C member design. LATERALLY BRACE TOP CHORD BELOW FILLER AT 24" O.C, OR RIGID SHEATING, INCLUDING A LATERAL BRACE AT CHORD ENDS. 2X4(--) 2X4('*) ul 3 — 1.5X4(--) 5X10 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 p9f, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. III 3X4 - 3X4 = 3X5 = 4X5 - 3X6 = 1-0 8 10-0-0 4X7(A2) = 1.5X4 II13X4 = 3X5 III 4X12 = 3X4 I 4-0-8 I 12-9-4 0 8 fE _ 16-1 1-4 Over 2 Supports ' I R=1225 U=193 W=8" R=947 U=147 W=7.25" RL=31 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20% O% /5 0 17 k ry4 t H ` 1TY:1 FL/-/l /-/-/R/- Scale=.375"/F . a AN ITW COMPgNY 2400 Lake Orange Dr., Suite 150 fWARNINGI" READ AND FOLLOW ALL NOTES ONTHIS DRAWINGI .• IMPORTANT— - FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • ds Truasas require extreme care in fabdcating, handling, shipping, Installing old bracing. Rafe, to oil p. p8 1 ' thelatesteditionofBCSI (Builtling Component Safety Information, by TPI and WTCA) for safety prectf p x to performing these function}. Installers shall Provide tempora bracing per BCSI. Unless noted oth I top chortl shalt have properly attached structural sheathing and ottom chord shall M1ave a properly a[taF : ' rigid ceiling. Locatlona shown for permanent lateral restraint of webs shall have bracing installed pe I• _ actions 63, B7 or B'10, as notedoth. . Apply plate. to each face of truss and position as shown above tl' ,$ theJoint Details, unless no[dd otherwise. Refer to drawin t60A-Z for standard late Itlons. gsPpeat :, T , Alpine, a division of Io b Building Components Group Inc. shall not be responsible for any dping. cn fro f e •, tlrawing, any failure to build the truss in conformance with ANSITPI 1, or for handling, shipping, / •eti• installation 8 bracing oftrussas. /• ,,,,,,.-•''G InreeealonfnabtfttydaeypItheoroedc.1gn shown. Tlhe suitablitry ands seof this drawinptance of ulnal nyet—dturs ISDUt , G rawponaibliity cf the BUIIGing Designer par ANSVTPI t Sec2. TC LL TIC DL BC DL BC LL TOT. LD. 20. 0 PSF 7. 0 PSF 10. 0 PSF 0. 0 PSF 37. 0 PSF REF R761-- 9195 DATE 12/27/17 DRW HCUSR761 17361349 HC- ENG JB/WHK SEQN- 15191 D U R. FAC. 1.25 SPACING 24.0" JREF- 1 W74761 ZQ6 Orlando, FL 32837 For more Information see this job's general notes page and these Web aitaa: FL COA 90278 ALPINE: w alpineitw ;om; TPI:—Apinat.org; WTCA: ww—sbcind—try-o— ICC: www. aefe.org illiam H. Krick Lic. Number 70 61 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. FUb31-/UN IV L KSAL.KUI-K UUN51 KUCII / /HUUULt51 UN Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 225pf-1.9E Bot chord 2x4 SP 225pf-1.9E Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 1 hip supports 7-0-0 jacks with no webs. zx I vkl-% I 1 I J -4-Q IM [ -11HE "Xj riTZ&V 6X8 - 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 p'sf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X5 - 1.5X4 ul 22-6-0 Over 2 Supports 4X10 - R=1845 U=278 W=4" Design Crit: FBC2014Res/TPI-2007(STD) ....... PLT TYP. 20 Gauge HS,Wave FT/RT=20% O% /5 0 17 ;!•. ,Qle° TY:1 FL/-/1 /-/-/R/- Scale=.3125"/Ft. Q PIN AN ITW COMPANY WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT— ' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. R¢Tar to an oil the latest edition of BCSI (Buittling Component Safety Information, by TPI and WTCA) for safety precti s pr to performing these fu nction. Installers shall provide tempos bracing per BCSI. Unless noletl oth I top chord shall have properly attaehed structural sheathing a.d.Ugrn cI shall have a properly arts rigid ceiling. Locations shown for permanent lateral restraint or webs shall have bracing installed P. C sections B3, 67 or 610, as applicable. Apply plates to each face of true, and position shown above d'o heJoint Details. noted thunl¢ss oerwise. Refer to drawings 1fi0A-Z for standard plateto positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any d¢ 1-1,n fro t drawing, any failure to build the truss in conformance with ANSIl PI 1, or for handling. shipping, Installation & braeing of tr,lsaea. g' enpinnnMnt A seal on this solelyd—Arigf or ee de igns Ilntin0 this tlnwlnp, ty, andes a acceptanceof ng for any responsibilitysolelyTorthedesignshown. The sultnbilhy, enil use of this drewlnp for any structure la fh W O 7 8 I O _ L' A :• 1{( VG/ G s, {,V TICLL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF Bl. i( LL 0.0 PSF TOT. LD. 37.0 PSF REF R761-- 9196 DATE 12/27/1 DRW HCUSR761 17361230 HC- ENG JB/DF SEQN- 15113 D U R. FAC. 1.25 24( JO Lake Olan e Dr., Suite I50 rasp onalbilily, Designer pN or theBuildingerASITaePI1 S_2. ' tm.V.'..^,s 61 SPACING 24. 0" JREF- 1 W74761 ZQ6 Odudo,FL 32837FLCOA#0278 For more Information sea this job's ganaral notes page and these web site,;: ALPINE:—alpineltw,— TPI: wv ipir--g; WTCA: wwW.sbcinduslry.com; ICC: www.iccsafe.org illiam H. Krick Lie. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k r`,1106T-/ UIV IV tKiA/AL.KUl L:UIVZ, I KUL; 117 /r-I000LCJ I UIV Kt=Z> - , Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 3 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X4 - 4X7 - 3 1.5X4 ICI 4X4 3X4: 5X5 = 1 1.5X4 III 3X4 = 5X8 = 3X10 3X5(A1) _ — 1 I,j -4-Q I I 9-0-0 I 4-10-0 11-1 81 7-6-8 I 22-6-0 Over 2 Supports R=913 U=147 W=8" RL=52 R=841 U=129 W=4' besign Crit: FBC2014Res/TPI-2007(STD) \PNI, H: PLT TYP. Wave FT/RT=20% O% /5 0 17 t Z VTY:1 FL/41 /-/-/R/- Scale=.3125"/Ft_ IILf AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT— - FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses In fabril-m handling, shi l g, Installing g. n the latest edition of SCSI (BuildingCom g g' ppin netallian and bracin Refer toe oil ponenl Safety Informatidn, by TPI and WTGA) for safety prscti . pr to performing these functions. Installers shall provide tempos . bracing per BCSI. Unless notetl oth wl top ch,,d shall have properly, attached structural sheathing antl_ottom chord mall have a properly atta rigid ceiling. Locations shown for permanent lateral restrain[ f webs shall have bracing installed pe C sections B3, 67 or nBID,asas applicable. Apply plates to each fa cd of truss and position as shown above d'o tnaJointDetails. unless noted otherwise. Refer to drawings 'I fiOA-Z for stand and plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fro t drawing, any failure to builtl lha (ruse in conformance with ANSI TPI t, or for handling. shipping, trusses. installation & of trus bracingtsethis drawing of pods pigs nailingthis ding, In.Ims dlosts.pta.— of pofs r.al...I enpinesrinp al onrawisparalbliltyeolaly for tha design shown. The suitability and use of this drawing for any strueturo Is th ra,p ... lbility of the Building Designer par ANSI/TPI 1 S-2. 6 p i 0• 708 — I, • _ S T O ._ • ,r{' A A ti : , .• VVV UCH l7s/^ l(J t TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF REF R761-- 9197 DATE 12/ 27/17 DRW HCUSR761 17361231 HC-ENG JB/DF SEQN- 15107 DU R. FAC. 1.25 61 SPACING 24.0" JREF- 1 W74761 Z06 OrImidn, FL32837FLCOA # 0278 For more informatmn sea tM1is job's general notes page and these web sites: ALPINE: www. a 1pineltw.com; TPI: www.tpins[.org; WTCA: www.sbcintlustry.com; ICC: —. ..fe.org illiam H. Krick Lic. Number 70 12/29/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU MITTED BY TRUSS MFR. F96314UNIVERSAL.ROCK CONSTRUCT[ / /HUDDLESTON RES,-- , " - T-3 ) Value Set: 13B (Effective 6/1 /2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Deflection meets L/360 live and L/240 totol load. Creep increase factor for dead load is 1.50. I. j -4-Q 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 I 11-5-0 22-6-0 Over 2 Supports ' I R=913 U=142 W=8" R=841 U=122 W=4" RL=49 Design Crit: FBC2014ReslTPl-2007(STD) H PLTTYP. Wave FT/RT=20°/D 0°/D /5 0 17 '1, '3,. '4k QTY:1 FL/-/1/-/-/R/- Scale=.3125"/Ft_ a LP0 AN ITW COMP41N] 2400 Lake Orange DL, Suite 150 W 4RNINGI`" READ AND FOLLOW ALL NOTESON THIS DRAWING[ IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to a toll the latest edition cf BCSI I.ltl ing Component Safety lnforma[ien, by TPI and WTCA) for safety pre es p toperforming these function$. Installers shall provide lempora bracing per aGSI. Unless noted of III top chord shall have properly attached structural sheathing and H."chord shall have a properly at rigid ceiling_ Locations shown for permanent lateral restrelnt of webs shall have bracing installed r C ections E3, E7 or B10, as applicable. Apply plates to each face of truss and position es shown .boy and the Joint Details. unless not&d otherwise. Refer to drawin 16OA-Z for standard late positlons. ga p Alpine, a diyi Sion of Io b illuithe t Components Group Inc. shall not be responsible for any deviationdrawing, any failure to build the truss in conformance with AN51lTPI 1, or for handling, shipping. inalanation & bracing of trusaea. A seal on this d-,,I" or o sr page liming this drawing. Indicates eaceptanoe of professional enpineerl maponalbllity solely for the deaign shown. The suitability and use of this drawing for any atrueture le rasponsibllity of the SYIlding Oealgner per ANSIrrPI 1 Sac_2. F '• v f O D8 I • _ S T O ' I a it .• f fin •..I•••' ```+G l7s/0 TC LL 20:0 PSF TC DL 7.0 PSF BC DL 10:0 PSF BC LL O.D PSF TOT. LD. 37:0 PSF REF R761-- 9198 DATE 12/27/17 DRW HCUSR76`.1 17361232 HC-ENG JB/DF SEQN- 15100 DU R. FAC. 125 61SPACING 24.0" JREF- 1 W74761 Z06OrImido, FL 32837 FL COA#0278 Form re Inforn,,auon see this job's general nptep page and Shea. web sites: ALPINE: www.alpineltw.com; TPI:—ApinsLo , WTCA: w .sbcindustry.com: ICC: www.lccsafa.crg 1. Illiam H. Krick LiCi. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU*TTED BY TRUSS MFR. r`J-631-/UIVI VtKCj"HLKUI-,K VUNJ I MUL, 117 /r1000LCJ I UN KtJ,-- - 1 -4 Value Set: 13B (Effeptive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increaso factor for dead load is 1.50. 4X4 - 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. V 4 pyJ 11-5-0 I 6-9-0 I 4-4-0 I 22-6-0 Over 2 Supports R=913 U=148 W=8" RL=47 R=841 U=126 W=4" J Design Crit: FBC2014Res/TPI-2007(STD) } f,-pf'4r•,, PLT TYP. Wave FT/RT=20% O% /5 0 17 9.. '4 QTY:1 FL/-/1 /-/-/R/- Scale=.3.125"/Ft. a AN ITW COMPANY 2400 Lake Orange DI'., Suite 150 WARNING)" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANP• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Rater to a foil the latest edition of SCSI (Building Component Safety IMannatidn, by TPI and WTCA) for safety pro e p o performing these function. Installers shall provide temporary bracing per BCSI. Unless noted of rwls lop chord shall have properly attached structural sheathing and pottom ch.,d shall have a properly a ngld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed r C sections D 67 or nl O, n applicable. Apply plates to each fac6 of truss and position as shown ns. and the Joint Details. unless noted otherwise. Refer to drawings 1SOA-Z for standard late Itn ab I p positions. Alpine, a division of ITW Building Components Group Inc. shall net be responsible for any tlevia[lon drawl ng, any failure to build the truss in conformance with ANSIfTPI 1, or for handling. shipping. installation g bracing of t—ssea. A anal on this drawing or covar pae listing this drawing Indlostes acceptance of praTaaslonel enginsaH responsibl l lty colety for the designshown. The suitability and use of this drawing for any structurs, Ia raeponalbllity of the Building Designer p— ANSITPI 1 Sec.2. ' r.• F ' p. pg 1 ' 2 1 i S O I r. C 'a••t.•••' Vtss'>N A V TC LL 20c0 PSF TC DL 7.0 PSF BC DL 10:0 PSF BC LL 0.0 PSF TOT. LD. 37:0 PSF REF R761=- 9199 DATE 12/27/17 DRW HCUSR761 17361215 HC-ENG JB/DF SEQN- 15478 DU R. FAC. 1.25 SPACING 24.0" JREF- 1 W74761 Z06Orlanda, FL 32937 For more information see this;ob', general notes page and these web it— ram'` 1umberFLCOA#0279FL ALPINE: www.alpineit—. ,— TPI: www.tpinsl.org; WTCA: www.sbcindustry.com; Icc; www.lccsafe.org TJ 1 iilllamH. Krick LIe. N0 6) 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU MITTED BY TRUSS MFR. r`J-b3l-/U IV1VtKJ/-1L,KV GK I.VIVJ I KUG 1 17 /1-'I000Lt51 VN Value Set: Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO Deflection meets L/360 live and L/240 totol load. Creep increase factor for dead load is 1.50. 4X4 - 3X5(A1) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 3 3X5 X5 = 3X8 10-0-0 iX10 = 1.5X6 III I_j -4-Q I I_ 11-5-0 _I_ 8-1-0 _1_ 3-0-0 _I 22-6-0 Over 2 Supports ' I R=913 U=148 W=8" RL=43 R=841 U=126 W=4" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20% O% /5 0 17 9t. w 4k QTY:1 FL/-/1 /-/-/R/- Scale=.3125"/Ft. AN IrWCOMP4NY 2400 Lake Olangt, Dr., Site 150 WARNINGI•` READ AND FOLLOW ALL NOTES ON THISDRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. c ra g, g. Aping, Installing antl bracing. Refer to a fallTrussesrequireextremeinfabricatinhandling. shipping, the latest edition o! 6C51 (Building Component Safety Information, by TPI and WTCA) for safety pre a. p o performing these fu ncti ong. Installers shall provide tempos bracing per BCSL Unless noted of —he1. top chord shall have properly attached structural sheathing and'ottom chord shall have a properly a fSidcallingLocatlonsshownforpermanentlateralrestraintofwebsshallhavebracinginstalled C. sections B3, B7 or B1 O, as applicable. Apply plates to each face of truss and position as shown abov and the Join, Details, unless nnthd otherwise. Refer to drawings 1I6OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviallon drawing, any failure to build the truss In conformance with ANSIlTPI 1, or for handlln9, shipping,,h in tallotlnn & bracing oftrussea. A seal on this drswlnp r ooSsr pegs listing this drawing. Indlostss soon sptanceofprofessionalsginsedreepon.lbnfty solely for the design shown. The suitability end use of this drawing for any abuctura b respenaiblllty of the Building Designer par ANS2 I/TPI1Sae_ j yr y o, 108 1 S I O 1 A( , •`" rn ' s.• r,••••• •G tss'idiA. G TIC LL 20D PSF TC DL 7.D PSF BC DL 10:0 PSF BC LL 0.0 PSF TOT.LD. 37:0 PSF REF R761'- 9200 DATE 12/ 27/17 DRW HCUSR761 17361218 HC-ENG JB/DF SEQN- 15Q92 DU R. FAC. 1.25 6lSPACING 24. 0" JREF- 1 W74761 Z06 Orlando, FL, 32837 FL COA# 0278 Form re inf—l—I.. sea this job's go""" note. page and these web site=: ALPINE: www elpi-11— eom; TPI: www.tpins[.org; WTCA: P.'bci nd—try.com; ICC: www. I .... le.org Li i t illiam H. Krick ic. Number 70 12/29/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ryti:il-1UNIVtKSAL.KUGK UUNJ I KUU I 1 7 INUUULtS I UN KE6. , "" - I -t5 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Deflection meets L/360 live and L/240 total load. Creep increasb factor for dead load is 1 .50. I j -a-Q R=920 U=149 W=8" RL=35/-24 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 22-6-0 Over 2 Supports R=821 U=125 W=4" Design Crit: FBC2014Res/TPI-2007(STD) A_$N j4PLTTYP. Wave FT/RT=20% 0% /5 0 17. 2 fig' C TY:1 FL/-/1 /-/-/R/- Scale=.3125"/Ft. WARNING[•• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ ; C. IMPORTANT' 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S TC LL 20.0 PSF REF R761-- 9201 Z Truesea regaire extreme care In fabricating, handling, shipping, installing and bracing. Refer to an ell ,-, o. $ - 7C DL 7.0 PSF DATE 12/27/17thelatesteditionofBGSI (Builtl ing Component Safely InTonnatibn, by TPI antl WI"CA) Tor safety practic p -: ' to performing these function. Installers shall provide temp —a bracing per BGSI. Unless noted othe top chord shall have properly attached structural sheathing and ottom chord shall have a properly atta • BC DL 10.0 PSF DRW HCUSR761 17361182rigidcalling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per C I ( T actions B3, 67 or BID, as applicable. Apply plates to each face of truss and position as shown above a `T. Q O the Joint Details, unless not d otherwise. Refer to drawings 1(3OA-Z for stantlard plate positions. Alpine, a divisien of ITW Building Components Group Inc. shall net be responsible for any deviation fro tie ` , ..o'+ BC LL 0.0 PSF HC-ENG JB/DF drawing, any failure to build the truss In co nfortnanca with ANSI/TPI 1, or for handling, shippir, ` AN ITw comPF NY installation & bracing of trusses. g ....,,.•.' ES+G TOT.LD. 37.0 PSF SEQN- 15088 A asal on thla drawing or =,; *, paps Hitting thla drawing. Indittataa sooaptanoa of profaaalonal anglneerinp v J- responalbllity solely for the design shown. The aultebllilly and use of this drawing for any structure la tl't ONA..,sAt 2400 Lake Orange Dr., Suite 150 veep—sibinty of the Building Designer Par ANSITIPI f S-2. . D U R. FAC. 1.25 Orlando, FL 32837 For more infprmation sea this job's general —tog page and these web ww.aaitea: SPACING 24.0" - JREF- 1 W74761 Z06 FLCOAN0278ALPINE: wlpineit—,.o TPI: www.tpinst.org; WTCAwww. : sbcindustry.com; ICC: www.lccsafe.org illiam H. Krick Lic. Number 70 61 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL, ROC K CONSTRUCTI / /HUDDLESTON RES.-- , ** - T-7 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X5(A1) IA_4_Q 4X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 1.0.00 psf non -concurrent live load. N" — 3X5(A1) 22-10-0 Over 2 Supports R=933 U=151 W=8" R=847 U=130 W=8" RL=33/-25 It111Nl71ggr 4 Design Crit: FBC2014Res/TPI-2007(STD) p'.....H:. . 44 PLT TYP. Wave FT/RT=20% O% /5 0 17. -V\ {%i . " TY:1 FL/-/1 Scale=.3125"/Ft. a II, AN ITW COMPANY WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses editors aBCSI ( c ra in fabricating, Handling, shipping, installing and bracing. Refer to an pllhelatesteditionofBCSI (BUIltling Component Safety Informatidn, by TPI and WTCA) for safety precllc pr to performing these functions;. Installers shall provide tempo,,% bracing per SCSI. Unless noted oche top chord shall have properly attached sermtructural sheathing and bottom chord shall have a properly atta rigid tailing. L... tons shon for panent lateral restrain[ of vewebsshallhobracing installed per C wat shown above a eclions 63, B7 or B'I O, as t6pllcable. Apply plates to each fac6 or truss and lord plat, the JointDetails, unless noted otherwise. Refer to drawings ' of truss for standardplate positions. Alpine, a di —Ion of ITW Building Components Group Inc. shall not be responsible for any deviation fro drawing, any failure to build the trues in conformance with ANSIlTPI , or for Handling. shipping. installation & brecing of t,us as. g. J p 0. 8 i s j 1 T O - ti . c, 1 .+1 G\ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF REF R761-- 9202 DATE 12/ 27/1 DRW HCUSR761 17361236 HC-ENG JB/DF SE )N- 15084 2400 Lake Orange Di., Suite 150 A anal on this drawing or ooLer page listing this drawing. Indlostae aoeeptanoe pf prof s..I... I engine. ring ponslbllity solely for the design shown. The suitability and use of this drawing for any structure I. th sponsibillty of the Building Designer per ANSI/TPI 1 Se-2. S/Q A' A 4 L/Y/11. I DU R. FAC. 1.25 61 SPACING 24.0" JREF- 1 W74761 Z06 Orlando, FL32837FLCOA # 0278 For more informatloIt see this job's general notes page and theca web aItea: ALPINE: ww . elpineitw. , TPI: www.tpinst.org; WTCA: www.sbcintlus[ry.e m; ICC: www. safe.org illiam H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL ROCK CON STRUCTI / /HUDDLESTON RES -- , ** - T-8 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 1.0.00 psf non -concurrent live load. 4X4 - 1.5X4 3X5(A1) = v — '" — 3X5(A1) I_j-4-QI 1-1-4-9 I_ 11-5-0 _I_ 11-5-0 _1 22-10-0 Over 2 Supports R=930 U=151 W=8" RL=30/-30 R=930 U=151 W=8" ny,' yiM;• PLT TYP. Wave FT/RT=20% O% /5 0 17' .•' C TY:1 FL/-/1 /-/-/R/- Scale=.3125"/Ft. Design Crit: FBC2014Res/TPI-2007(STD)A_5'_. tf d LP) T. AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 W.CRNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Truanea require eareme care in fabricating, handling, shipping, installing and bracing. Refer to en pll the latest etlition of SCSI (Building Component Safety Informaddn, by TPI and WTCA) for safety prectic pr to performing these function. Installers shall p—ide tempera bracing per SCSI. Unless no[etl othe I. chord shall have properly attached structural sheathing and ottom chord shall have a properly ait, e rigid tailing. Locations shown for permanent lateral restraint of webs shell have bracing installed per C sections B3. B7 or B1O, as applicable. Apply plates to each face of truss and position es shown above a the Joint Details. unless not6d otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fro drawing, any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping, installation & bracing oftrusses. A awl on this d—Ang pr —ov paps listing thh drawing, Indicates aoOsptanoe of professional analt, rospanalblllty noiely for the design shown. The aultebllity ono use of this drawing for any structuro la th responslblllty of the Bullding Designer per ANSVTPI i Sec.2. y9 f o. $ 1 1 (. ( i ( • I • aF' •..... 0 S1a 1 A 111. 1 V IL f TC ILL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF REF R761-- 920 DATE 12/27/17 DRW HCUSR761 17361235 HC-ENG JB/DF SEQN- 15080 D U R. FAC. 1.25 SPACING 24.0" - JREF- 1 W74761 Z06Orlando. FL 32837 For more inf—rhati— sea this job's general Hale? page end thane web site=: FL COA k0278 www. ALPINE: aipineitw.cms o; TPI: www.tpIr.rg; WTCA: www.sbcindustry.com; ICC: www.iccsafa.org illiam H. Krick Lie. Number 70 61 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k r-y03 1-/U IN IV= M Z>HL, MI -It —Irk I..UIV.J I KUt., I I / /Y1000LC.J I UIV mt=z- - - Value Set: 13B (Effe'tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1 /30/2013 by ALSO Deflection meets L/360 live and L/240 total load. Creep increas§ factor for dead load is 1.50. 4X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 p'sf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 1,0.00 psf non -concurrent live load. 1.5X4 o 3X5(A1) 3X5(A1) Ij -4-Q R=930 U=145 W=8" RL=29/-29 22-10-0 Over 2 Supports EMS R=930 U=145 W=8" 4PLTTYP. Wave FT/RT=20°/D 0% /5 0 17..' TY:1 FL/-/l /-/-/R/- Scale=.3125"/Ft. Design Crit: FBC2014Res/TPI-2007(STD) 4;110a Qr ^ EIII'f ll` J AN ITW COMPANY WARNINGP'• READ AND FOLLOW ALL NOTES ON THIS DRAWING? IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require aareme are In fabricating, hendling, shipping, installing and bracing. Rafar to an oil the latest edition of SCSI (Stlilding Component Safety lnformaddn, by TPI and WTCA) for safety praplic pr o performing these functions. Installers shall provide lempora bracing per BCSI. Unless noted othe top chord shall have properly attached structural sheatM1ing and ottom chord shall have a properly efts rigid ceiling. Locations sM1own for permanent lateral restrain[ of webs hall have bracing installed per C sections 63, IS or St O, as applicable. Apply plates to each (ac of truss and position as shown above a the Joint Details, unless not6d otherwlse. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division pT ITW Building Components Group Inc. shall not be responsible for any deviation fro drawing, any failure to build the truss in conformance with;NSIrVPI 1, or for hendling, shipping, inatallallon g bracing of trt,seea. 4 1 o. i08 1 x j I ` S QT• 1 S I G TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R761-- 920 DATE 12/27/17 DRW HCUSR761 17361228 HC-ENG JB/DF SEQN- 15076 2400 Lake Orange Dr., Suite 150 A pal on this drowl, or Dover peg• living, this drawing. Indicates socaptanos of prof—slonel engineeringSs respon.lblllty solely for the design shown. The suitability and use of this drawing far any .[rupture Is tth responsibility of the Building Designer per ANSI/ l 1 Sac_2. Itt AtINy I D U R. FAC. 1.25 61 SPACING 24.0" JREF- 1 W74761 Z06Orlando, FL 32837 FL COA#0278 For more in(prn;ati, T sea this job's general n,is, page and these web sites: ALPINE: www.alpin eitw.c TPI: wwwApinal.org; WTCA: .sbclnduslry.com; CC: wwwJccsafe.org illiam H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU*FTED BY TRUSS MFR. t ryOJ l-/UIVIVCKJ/AL,f'CVl r'VVIVJ I KUt l1//19000LCJI Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increas§ factor for dead load is 1.50. 4X7 = 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load LEAK 3X5(A1) _ `'" — 3X5,(A1) I_J _4-Q I Ij -4-Q I I 9-0-0 I 4-10-0 I 9-0-0 I 22-10-0 Over 2 Supports ' I R=930 U=151 W=8" R=930 1_1=151 W=8" RL=25/-25 Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=20% O% /5 0 17 1 `k QTY:1 FL/ -/'I /-/-/R/- Scale=.3.125'/Ft_ WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ • ' IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ••• • i TC LL 20:0 PSF REF R761-- 9205 Trusses require extreme care In fabricating, handling, shipping, installing antl bracing. Refer to a foil gS the latest edition of SCSI (Bdiltling Component Safety tnfonnatidn, by TPI end WTCAj Tor safety prat[ sap 0. O8 1 _ TC DL 7.0 PSF DATE 12/27/17 to performing these function3. Installers shall Provide lemporay bracing par BCSI. Vnless notetl of rWlatopchordshallhaveproperly, attached structural sheathing and pottom ch.,d shall have a properly ot-,LLL d ngid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed p c I R BC DL MO PSF DRW HCUSR761 17361226 sections B3, 67 or ni . n applicable. Apply plates to each face of truss and position as shown — d'o OQtheJointOetalis, unless noted otherwise. Refer to drawing.'I6OA-Z for standard plate positions. • BC LL O.,D PSF HC-ENG JB/DFAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation T A :•((( 111(!lI,VVV' dra ing, any failure to build the truss in conformance with ANSIlTPI 1, or for handling, shipping, • I_ AN ITW COIVPgNY installation H. bracing of trusses. yl 1 ••'t`A TOT.LD. 37:0 PSF SEQN- 15071 A sesl on this drswlnp or cover pegs listing this drawing, Indicates saosptencs of professional enginesrin •••u•••. roaponalblilty solely for the design shown. Thu aultebli ty and use of Chia drawing for any atrueturo is th `SSJQidA4 D U R. FAC. 1.25 2400 Lake Orange Dr, Suite 150 roaponaibility of the Building Oaalgner par ANSI TPI t Sac_2. • Orlando, FL 32837 For more information sea this jobs general noted page and these web altea: SPACING 24.0" JREF- 1 W74761 _Z06FLCOA#0278 ALPINE: www.elpineitw.c,om; TPI: www.[pinst.org; WTC _ www.sbcind—try.com; ICC; www. eafe.org illiam H. Krick Lic. Number 70 61. 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUWTTED BY TRUSS MFR. t-9Ij:31-/UNIVCKJFiL,KUUK UUNJ I KUU I I / /r1000LtJ I UN Kt5 -- "" - 1 -1 l Value Set: 13B (EffeEtive 6/1/2013) Top chord 2x4 SP 2250f-1.9E Bot chord 2x4 SP 225pf-1.9E Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 totol load. Creep increas§ factor for dead load is 1.50. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS. 1 hip supports 7-0-0 jacks with no webs 7X8 - 1.5X4 m 7X8 - 3 3X10(A1) - - r "" r" - - 3X10(A1) 7-o-d 8-10-0 7-0-0 1 22-10-0 Over 2 Supports R=1775 U=290 W=8" R=1775 U=290 W=8" Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. 20 Gauge HS,Wave FT/RT=20% O% /5 0 17 1 1Sc QTY:1 FL/-/1 /-/-/.R/- Scale=.3.125"/Ft. 1 Il1UrJlAL[ AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 wARNINGr` READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. they latest editionofof BCSI (BJ Iding Component Safely Informlattiie . by TPlland WTCA) fog safety pract eo a to pertorming these Tu nction}. Installers shall provitla tempos bracing per BCSI. Unless noted of le top chord shall have properly attached structural sheathing and ottorn chord shall have a properly attttttlt rigitl ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed YaG sections 63, B7 or B1 O, as applicable. Apply plates to each face of truss and position as shown abov d-o the Joint Details, unless noted otherwise. Refer to drawings 16OA-2 for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation f drawing, any failure build the trues in conformance with ANSITPI 1, or for handling, snipping, installation & bracing ru oftsaea. A : sal on this drawing or oo6sr page Hating this drawing, Indloales soosptence of professional englneerin reaponslbil lty Solely for the design shown. The suite Sec- and use of thisdrawing for any atn.aturo Ie th reaponsibllityoftheBuildingOe ,igner Per ANSITPI 1 Sae2. J • • o O. 08 1 gs S I O yr , •• r• Is- G; l••• S'A G J l// TC LL 20:0 PSF TC DL 7.0 PSF BC DL 10:0 PSF BC LL 0.0 PSF TOT. LD. 37:0 PSF REF R761:- 9206 DATE 12/27/17 DRW HCUSR761 17361239 HC- ENG JB/DF SEQN- 15067 D U R. FAC. 1.25 61 SPACING 24.0" JREF- 1 W74761 Z06 Odando, FL 32837 FL COA#0278 For m ra information See this job's general notap page and theca web ahaa: ALPINE: www.alpi—itw.com; TPI:—tpl—torg; WTCA: www,slocindusu-y-orn; ICC: www.iccs.fe.org q+.. illiam H. Krick Lic. Number 70 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k rtloo /UIVIVCKJHL.KVl..1't I..VIVJ I KUL, I 1 / /1'IUULJL-tzo I VIV- Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 1 hip supports 3-0-0 jacks with no webs. I - I L ) 140 mph wind, 21.03 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf, GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3 3 — 4X7 - 4X4 - U + 20-4-0 2X4(A1) 1.5X4 III 3X4 - 2X4(A1) I_ 3-0-0 _1_ 2-8-0 _1_ 3-0-0 _1 E 8-8-0 Over 2 Supports _I R=390 U=98 R=391 U=99 W=411 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) ROE. "ry o- PLT TYP. Wave FT/RT=20% O% /5 0 17 1 'k QTY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. Q 0 AN ITW COMPANY WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAVANGI • q. IMPORTANT' : FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1• •% •L Trusses require extreme c ra in fabricating, handling, shippi g, installing and bracing. R¢far to a toll o oe a the latest atli[ion oT BCSI (BUiltl ing Component Safety InTorma[idn, by TPI antl WTCAj for safety erects p O to performing these function!;. Installers shall provide tempura bracing per BCSI. Unless notetl of Is top chard shall have properly attached structural sheathing and _ottom chord shall have a properly at J tl rigid telling. Locatlons shown for permanent lateral restraint of webs shall have bracing installed p sections B3, B7 or B1 O, as eppilcable. Apply plates to each face of truss and position as shown ebov d'o .. the Joint Details, unless not 3d otherwise. Refer to drawings 16OA-Z Tor stantlard plate positions. S O Alp-, a division of ITW Building Components Group Inc. shall not be responsible for any tleviatlon f m drawing, any failure lc build the truss In conformance with ANSIfTPI 1, or for handling, shipping, V Installation . bracing of ir,tsaaa. gal ,. `" A seal on this drawing or cover page listing this drawing, Indleatss acceptance of professional englnsenn e•••I•••• TIC LL MO PSF TC DL 7.p PSF BC DL 10:0 PSF BC LL 0.0 PSF TOT.LD. 37:0 PSF REF R761-- 9207 DATE 12/27/17 DRW HCUSR761 17361196 HC-ENG JB/DF SEQN- 15271 D U R. FAC. 1:25 2400 Lake Orange Dr., Suite 150 responslblllty solely Tor the design shown. The sultebility end use of this drawing for any strupturo at S'Sj0NA1. reap—mblllty of the Building Oedgner per ANSITPI 1 Sac.2. 61. SPACING 24.0" JREF- 1 W74761 Z06Orlando, FL 32837 FL COA#0278 Form re information sea this job's general note page and then¢ web sltea: ALPINE: www elpineltw.com; TPI: www.tpinst.org; WiGA: www.sbcintlustry.com; [CC: www.iccsafe.org illiam H. Krick Lie. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU*TTED BY TRUSS MFR. t 1-Jb3-I-/UIVIVCKJHL, KVI_F\ I..VIVJ I KUI..I I / /MULIVLCJ I VIV r t=z' -- - 1-10 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. r_vr 3_ 4X4 = 3 140 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Mr, 1.5X6 i11 3X4 - 3X4 - 2X4(A1) I_ 2-6=0 _I_ 1-10-0 _I_ 4-4-0 _1 8-8-0 Over 2 Supports 1 R=318 U=82 R=327 U=81 H=H1 H=H2 Rtl{INgr/yyfr Design Crit: FBC2014Res/TPI-2007(STD) P H: a PLT TYP. Wave FT/RT=20% 0% /5 0 17 t Z TY:1 FL/-/1 /-/-/.R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 3 IMPORTANT — : FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (r TC LL 20:0 PSF REF R761-- 9208 Trusses require a tram, o a in fabricating, handling, shipping, installing and bracing. Refer to an fall the latest edition of SCSI (Building Component Safety InTorma[idn, by TPI antl WTCA) Tor safety prectl so p, pg 1 - TC DL 7.0 PSF DATE 12/27/17 to performing these func[I.% Installers shall provide tempos bracing par BCSI. Unless noted oth top ch,,d shall have properly attached structural sheathing and on_ chord shall have a properly aft rigid tailing. Locations shown for permanent lateral restrain[ f webs shall have bracing installed p BC sections B3, 67 or ppl . Apply plates to each fat of truss and position as shown above d o Q • BC DL 10:0 PSF DRW HCUSR761 17361191 HC-ENG JB/DFa r, QIIL'IL— erthoateus. nlass noibd otnalwiaa. Refer to drawings 'Ill net for standard i plate positions. fate Jointunless n j Alpine, a division of ITW Builtling Components Group Inc. shall not be responsible for any tleviaticn fro confodrawing, any failure to build the truss in rmance with ANSI/TPI 1, or for handling, snipping, O yisO : is • BC LL 0.0 PSF AN ITW COMP4NY installation & bracing of tru'asas. TOT.LD. 37:0 PSF SEQN- 14b72 A Seel on this drawing or coLer peas Ilsting this drawing. Indicates soceptenoe of profeeslonel engineering reaponaibl"ty solely for the design shown. The aultel lity end use of this drawing Tor any eta,ature la tit Q ( [, 5 ALL 2400 Lake Ora ge Dr.. Spite 150 reaponaibility of the Building Designer per ANSIITPI 1 Sec.2. D U R. FAC. 1.25 SPACING 24.0" JREF- 1 W74761 Z06Odando, FL 32837 For more information sae this job's general notes page and these web sites: T/ 1 FL COA#0278 ALPINE: www.alpineitw.gom; TPI: www. 1pinst.org; WTCA: .sbcfndustry.com; ICC: www.iccsafe.org H.Number1Il)am I. l.. Krick Lic. tVum Ueir 70 61 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Yyb.S-I-/UIVIVCKJHL.KVI.I't I'IJIVJ I KU%-I I / /rt UIJLJLCJ I UIN KCJ -- -" - 1-1-4 Value Set: 13B (Effe6tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "138" uses design values approved 1/30/2013 by 4LSC Bottom chord checked for 10.00 psf non -concurrent live load. 1-5-6 3X3 4X4 -J 3 140 mph wind, 21.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5 = 3X3 1-0- 4 IT- 0-4-0 -- 1.5X6 ul 3X8 - 3X4 - 1.5X6 III I_ 4-2-0 _1_ 1-6-0 _I, 3-0-0 _1 8-8-0 Over 2 Supports R=323 U=86 R=323 U=83 H=H1 H=H2 p17uNntINNNrgfy Design Crit: FBC2014Res/TPI-2007(STD) PN1e H. PLT TYP. Wave FT/RT=20% O% /5 0 17 °P f TY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. wARNINGr• REMAND FOLLOW ALL NOTES ON THIS DRAWING S ' IMPORTANT- FURNISH THIS DRAWTC LL 20:0ING TOALLCONTRACTORSINCLUDINGTHEINSTALLERS. E` i , , PSF REF R761=— 9209 Trusses require extreme c ra in fabricating, handling, shipping, installing and bracing. Rater to an roll one0. 7pg ? TC DL 7.D PSF DATE 12/27/17 the latesteditionofSCSI (Building Component Safety InfonnatidnWT , by TPI andCA) for safety preoti 9 p • _ to performing these function. installers shall provide letup -a bracing per BCSI. Unless noted oth top chord shall have properly, attached structural Sheathing antl ottom chord shall have a properly HCUSR7 1 17361198 01 rigid coiling. Locations shown for permanent lateral restraint of webs Shall have bracing installed p Bc A ' BC DL 10:0 PSF DRW L[ actions B3, B or B1 O, as applicable. Apply plates to each facd of truss and position as shown above d I the Joint D¢tails, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. d T OBC LL O. D PSF HC-ENG JB/DF Alpine, a division of ITN Building Components Group Inc. Shall no[ be responsible for any deviation fro % drawing, atr ny failure to buildtheussinconformancewith ANSITSn P1 1, or for handling, ipping, w tiy` , •- AN ITW COMP/ NY installationH. bracing of t-saes. tA TOT.LD. 37:0 PSF SEQN- 14975 esel on this drewlnp r oo4er peps Iletlno this drawing, Indise ecesptence pf prcfeselonel englnserin sponelbllity solely for the designshown. The suitabilitoety end use, of this drawing faranyetruolumIsDUR. FAC. 1:25 2400 Lake 0-g Dr., Suite 150 responsibility of thepar A Building Designer NSIT l 1 Sec.2. Ortmido, FL 32337 For n-ra inferrgatipn sea this lob's general not¢g page and thee¢ web altos: H. r/ I Number SPACING 24. 0" JREF- 1 W74761 Z06 FL COA#0278 ALPINE: wviw.elpineltw.com; TPI: _ tpinst.org; WTCA: www.sbcintlustry.com: ICC:-.fcceafe.org illlam 1. 1. "rick Lic. 3Vumber 70 61 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t-&b;3l-/UNI VEKSAL. KUUK 4—UN,I KUU 1.1 / /H UUULESTON RES — , "' - I -1 b ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO Bottom chord checked for 10.00 psf non -concurrent live load. 1-9-6 3X3 = 4X4 - 3 140 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X6 m 3X4 = 3X8 = 1.5X6 III 1_ 2-10-0 _1_ 1-6-0 _I_ 4-4-0 _I i 8-8-0 Over 2 Supports —1 R=323 U=88 R=323 U=85 H=H1 H=H2 Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=20% O% /5 0 17 •• T 4 TY:1 FL/-/1/-/-/R/- Scale=.5"/Ft. wARNINGI READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4 TC LL 20:0 PSF REF R761-- 9210 AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Trus.as ragUira extreme c ra in fabricating, handling, shipping, metalling and bracing. Rafe, to an fol, the latest edition of SCSI (BULLiltling Component Safety In/ormeti sin, by TPI and WTCA) for safety practi pr to performing these function>. Installers shall provide tempora bracing per BCSI. Vnleas -o , o[M1 top chord shall have properly attached structural sheathing an ottom chord shall have a properly att rigid ceiling. Locations shown for permanent lateral restrain[ webs shall M1ava bracing Installed p sections De By or B1 O, as applicable, Apply plates d each face of truss and position as shown above tl OtheJointDetails, unless noted1d othe rvMa. p, Refer to drawings hall not for standard plate positions. spin, a divi fail of IT— b iI thing Components Group Inc. shall not be. or for sibla for any deviation frodrawing, any failure to builtl the truss in conformance with ANSI/TPI 1. or for handling, shipping, Installation & bracing of truss... A eesl on this dnwlng or hover Pegs ttetlnp this .shag, I y and ehof this de or ngor anyprofessional enOtuna 1. responsl this solely for the designrpeg shown. The sutteb. In iam use of pile ce of for any enalrre le L+ sP... Ibllity of the S.11ding Designer par ANSIlrPI 1 Sec-2- ' p, ypg 1 fI6L S O • rJ : w tiy 1 •• A \..• G ALLy'q. •+/ pnGy• t TC DL 7.b PSF BC DL MO PSF BC LL 0.b PSF TOT.LD. 37:0 PSF DATE 12/27/17 DRW HCUSR761 17361195 HC-ENG JB/DF SEQN- 14§78 D U R. FAC. 1:25 61SPACING 24.0" JREF- 1 W74761 Z06Orlando, FL 32837 FL COA P.0278 For more information sea this job's general notag page and th... web .Its.: ALPINE: www.alpinei[w.com; TPI: www.tpinsLorg; WTCA: www.sbcintlustry.com; ICC:—.i.... fa.org illiam H. Krick Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM •COMPUTER INPUT (LOADS & DIMENSIONS) SU.MITTED BY TRUSS MFR. F9b:31-/UNIVLKbAL.FKUGK GUIVb I FZUG I I / /hiUUULtJ I UN Ktb -- , ^^ - I -1 b ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #2 :W3 2x6 SP #2: Lumber value set "136" uses design values approved 1/30/2013 by ALSC 140 mph wind, 21.53 f mean hgt, ASCE 7-10; CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind'TC DL=4.0 psf, wind 6C DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactioj s based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increaso factor for dead load is 1.50. 2X5(A1) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 54 plf at 0.00 to 54 pif at 7.00 BC- From 20 plf at Q.00 to 20 plf at 7.00 BC- 389.54 lb Conc. Load at 0.56 BC- 317.81 lb Conc. Load at 2.56 BC- 322.53 lb Conc. Load at 4.56, 5.90 Right end vertical not exposed to wind pressure J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. 1.5X4 III 7-0-0 Over 2 Supports R=1004 U=255 W=4° R=869 U=204 RL=52 H=H1 pptfltNNpNtNhiph` ibesignCrit: FBC2014Res/TPI-2007(STD) H. f( `• a PLT TYP. Wave FT/RT=20% O% /5 0 17 'P TY:1 FL/-/1 /-/-/.R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THISDRAWINGI TIC LL 20:0 PSFIMPORTANT-' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' e: REF R761-- 9211 Trusses require —11— care in fabdcating, handling• shipping, installing antl bracing. Refer to an foil Y 0 7 8 1 TIC DL 7.0 PSF DATE 12/27/17thelatesteditionofSCSI (Building Component Safety Information, by TPI and WTCA) for safety practi s pr Z to performing theses funct 1-4. Installers shall provide tempora I, bracing per SCSI. Unless notetl oth r top chord shall have properly attached structural sheathing and Port— ch.nd shall have a properly an s HCUSR761 17361200rigidceiling. Locations shown for permanent lateral restraint f webs shell have bracing Installed P BC S BC DL 10:0 PSF DRW actions B3, ii or 6I.. as applicable. Apply plates to a in face of -Z sa and Position as shown above d otheJointDetails, unless no[bd otherwise. Refer to tlrawings t60A-Z for standard plate positions. Q AI Ina, a division of ITW Buildin Gam to gyre„ Ina. shall net ba rea bla far an d—iation fra D BC LL O.p PSF HC-ENG JB/DF aw gr n corm P Ponsi y dr Ing, any failure g build the t uss i formance with ANSI/ 1, or (or handling, shipping, A tiy. 1 .. AN ITW COMPANY inatallaHon 8 bracing of trusses. !s ,. i„. 1,. TOT.LD. 37:0 PSF SEQN- 15279 A seal on this drawing or Dover page listing this drawing, Indostlse soeeptanoe of professional engineerin rneplbility solely for the design shown. The suiteblitty and use of this drawing for any etr.ot— la , ona QNAI t.• DU R. FAC. 1:25 2400 Lake Oran;e Dr, Suite 150 map onalbility of the Building Designer par ANSVTPI 1 S-2_ t OrlL 2For more Information see this job's general note$ page and [base web sites FL CO)i0t): JREF- 1 W74761 ZO6 COA 278 )8ALPINE: www.alpineltw.com; TPI: www.tpinst.org; WTGA: www.sbclnduatry.comwww ; ICG: .icsafe.org ilium H. Krick Lic. Number 70 61SPACING 24.0" 12/29/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Y21031-/LJNlVtK.'SAL.KU1L;K GUNS I KUG 11 1 /I 1000LtJ I UN Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #2 :W3 2x6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactiohs based on MWFRS. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increaso factor for dead load is 1.50. 3X4 2X4(A1) = 1.5X4 iii Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 54 plf at 0.00 to 54 plf at 5.50 BC- From 20 plf at 0,00 to 20 plf at 5.50 BC- 327.25 lb Conc. Load at 1.06 BC- 322.53 lb Conc. Load at 3.06, 4.40 140 mph wind, 21.34 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof,,RISK CAT 11, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. 1-8-6 0-4-0 5-6-0 Over 2 Supports — R=695 U=181 W=4" R=687 U=163 RL=40 H=H1 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20°/D 0°/D 15 0 17 Nlipy µhr/i r t•/QTY:1 FL/ -/'I /-/-/R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING[-s: IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20:0 PSF REF -R761'- 9212 a AN ITW COMPANY 2400 Lake OI'ange DI'., Suite 150 g, ppin nstallin and bracin Refer to TollTrussasrequireextremecrainfabricating,M1antllin shi k g, g g. the latest edition of BCSI (Building Component Safety InformatitSn, by TPI and WTCA) for safety practi . pr to performing these function}t Installers shall provide temporary bracing per BCSI. Unless noted oth li top chord shall have properly, ai[achad structural sM1eathin9 and pottom chord shall have a properly art rigid ceiling- Locations shown for permanent lateral restraint of webs shall have bracing Installed p sections 0 it or B1 . as applicable. Apply plates to each s 1( of truss and position as shown above nd OforandtheJoin[ Details, unless no[Ad otherwise. Refer to drawings 16of tr.,, standard plate positions. Alpine, a tllvision of ITW Building Components Group Inc. shall not be responsible for any deviation fr drawing, any failure build the truss in conformance with AN61lTPI 1, or for handling, shipping, installationinstallationwinstallationabracinggoftrusses. n wlnp or Dover P.Os liming this drawln0. Indloatss .00sPtenoa of ProTsulonal anglnesrintavalonthisd—.p...Iblllty coley for the design shown, The suitability and use of this drawing for any m`_"gun raspon.lbiuty of the Building Designer per ANSI/TPI 1 See_z. n ' M. /t8VVQ 1 T O Sa 41 .` S /•seas... rfpAP` TIC DL BC DL BC LL TOT.LD. 7.0 PSF 10:0 PSF 0.0 PSF 37:0 PSF DATE 12/27/17 DRW HCUSR761 17361199 HC-ENG JB/DF SEQN- 15274 D U R. FAC. 1:25 61S PACING 24.0" JREF- 1 W74761 Z06Orlando, FL 32837 FL COA#0278 For morn inforr.,,atipn see this job', ganeral note¢ page and thaw web site.: ALPINE: www.alpiltw.r:ww. ,om; TPI:—Api—t—g; WTCA: www.sbcindustry.com; ICC: wi—safe.argne illiam H. Krick Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. i PZ10J 1-/VIVIVCKJHL.KVI..n I..VIVJ 1 KVtr I I / Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2250f-1.9E :T2, T4 2x6 SP #2::T5 2x4 SP #2: Bot chord 2x6 SP M-26 Webs 2x4 SP #2 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fa _=1.25 / Plate Dur.Fac.=1 .25) TC- From 54 pif at -1 .07 to 54 pif at 7.00 TC- From 54 plf at 7.00 to 54 pif at 14.17 TC- From 54 pif at 14.17 to 54 pif at 15.67 TC- From 54 pif at 15.67 to 54 pif at 28.00 TC- From 54 plf, at 28.00 to 54 plf at 34.57 BC- From 4 plf at -1 .07 to 4 pif at 0.00 BC- From 20 pif at 0.00 to 20 pif at 15.67 BC- From 20 plf at 15.67 to 20 pif at 23.58 BC- From 20 pif at 23.58 to 20 pif at 33.50 BC- From 4 pif at 33.50 to 4 pif at 34.57 TC- 364.14 lb Conc. Load at 7.03 TC- 164.88 lb Conc. Load at 9.06,11.06 TC- 130.11 lb Conc. Load at 21.94 TC- 126.41 lb Cone' Load at 23.94,25.94 TC- 360.41 lb Conc. Load at 27.97 BC- 494.65 lb Conc. Load at 7.03 BC- 123.13 lb Conc. Load at 9.06,11.06 BC- 869.11 lb Conc. Load at 12.44 BC- 686.86 lb Conc. Load at 21.23 BC- 96.29 lb Conc. Load at 21.94 BC- 95.09 lb Conc. Load at 23.94,25.94 7X6 BC- 206.78 lb Conc. Load at 27.97 1.5X4 uI 3 3 COMPLETE TRUSSES REQUIRED Nail Schedule: 0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bet Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 140 mph wind,.21.40 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.72" due to live load and 0.91" due to dead load at X = 18-6-4. N 3X8(A1) - 1.5X4 III 4X5 H0710 = 1.5X4 III 3X8(A1) 3X10 = 1OX10 = 4X5 - jzgo H0710 -° 1-6- 1_ 7-0-0 _1_ 7-2-0 _I_ <Q_ 12-4-0 I 5-6-0 1 33-6-0 Over 2 Supports R=3472 U=854 W=4" R=3370 U=826 W=4" RL=26/-25 Note: All Plates Are 3X4 Except As Shown. Design Crit: FBC201 , Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20% 0% /5 0 17 Nrrr,, H. °', f TY.1 FL/-/1 /-/-/R/- Scale=.1875"/Ft. NF AN IT"W COMPANY 2400 Lake Orange Dr, Suite 150 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT` • FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to a fell the latest edition of SCSI (SWlding Component Safety Informsti6r, by TPI and WTCA) for safety p-oti f Pr to Performing these function$. Installers shall provide tempos bracing per SCSI. Unless noted oth We top chord shall have properly attached structural sheathing antl ottom ch,,d shall have a properly att hbii rigitl ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed p EM sections D 07 or 61D, as applicable. Apply plates to each face offotru to and position as shown above ntl otheJointDetails, unless . pp otherwise. Refer to drawings 1ti of I for standard plate positions. Alpine, a division of ITW Boilding Components Group Inc. shall n t be responsible for any tleviaticn Fr drawing, any failure to build. the truss in conformance with ANSITPI 1, -for handling, shipping, installation & bracing of trusses. A seal on this drewing or ooLer pegs listing thls drawing. Indloeto. sooepbnce of pfofesslonel enpinserinresponalbliltysolelyforthedesignshown. The sultablllty and use of this drewing for any airt,etgre IecS'A'< rasponslbllity of the Building Designer per ANSITPI 1 S-2. 4 o. 8 LC T 0 f 1 V i* f A f f's •ft4` y. 1 .. G` S .....• t TC LL TC DL BC DL BC LL TOT.LD. 20:0 PSF 7.0 PSF 10:0 PSF 0.0 PSF 37:O PSF REF R761-- 9213 DATE 1 a/27/17 DRW HCUSR7d1 17361197 HC-ENG JB/DF SEQN- 15301 bU R. FAC. 1.25 61 SPACING 24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 FLFL COA #0278 For more information see this job's general notep page and these web it -: ALPINE: walpineitw.,o TPI: www.tpi-piWTCA.-w-.bcintlustry.com; ICC: www.i....fe.org r illiamH. Krick Lic. N•umber / 0 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUOITTED BY TRUSS MFR. k ryD.TI-/UIVIvt_KJ/AL..M JI_FI I.+VIVJ I muk- I I / /rIULJULCJ I lllV PCG.7,-- Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 225bf-1.9E Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increasL- factor for dead load is 1.50. 5X5 = 140 mph wind, 21.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 1,0.00 psf non -concurrent live load. Calculated vertical deflection is 0.60" due to live load and 0.76" due to dead load at X = 13-11-8. 4 CNIA _ 5X8 = 3 3X4 - 5X8 = - 3X8(A1) - 3X4 = 4X8 — ens nuu 1 u = 1.5X4 III 3X8(A1) H0510 Joo 1 9-0-0 1 3-2-0_h-6 Q 12-4-0 I 7-6-0 1 fE 33-6-0 Over 2 Supports _ I R=1307 U=320 W=4" R=1307 U=321 W=4" RL=31 /-31 Design Crit: FBC2014Res/TPI-2007(STD) " j 1 H, PL%GTTYP. 20 Gauge HS,Wave FT/RT=20% 0 /5 0 17 . 4:TY:1 FL/-/1 /-/-/R/- Scale=.1875"/Ft. waRNINGI READ AND FOLLOW ALL NOTES ON 1 HIS DRAWINGI IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. s* : TC LL 20:O PSF REF R761-- 9214 Q Iu AN ITW COMPANY 2400 Lake Orange Dr., Suite I50 Trusses require extreme care in fabricating, handling, shipping, installing and bracin9. Refer to a foil ha latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety pre . pr to performing these function. Installers shall provide temporary bracing per BCSI. Unless noted oth Is top chord shall have properly attached structural sheathing and bottom chold shall have a properly art rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed p sections 63. B7 or B'I O, as applicable. Apply plates to each face of truss and position as shown above nd p the Joint Details, unless rl i otherwise. Refer to drawing, 16OA-Z for standard plate positions. Alpine, a divislon of ITW Building Components Group Inc. shall not be responsible for any deviation rr drawing, any failure to build [he truss in conform ante with AN 61/TPI t, or for handling, shippl ng, ineranatipn 8, bracing of lr„saea. A wet pn this drawing or ap *r peps listing this drawing, Indlwtse eppeptenoe pf profsselpnsl engineerinp esppnalbiNty solely r the design shown. The suitsblllty and use of this drawing for any structure la th responsibility of the Building Designer par ANSlrrPi 1 Sac.2. D o. 8 1 = i aT0 ' h G n17 QNAi TC DL 7.b PSF BC DL 10:0 PSF BC LL O.b PSF TOT.LD. 37:0 PSF DATE 12/27/17 DRW HCUSR761 17361171 HC-ENG JB/DF SEQN- 14§62 D U R. FAC. 1.25 61S PACING 24.0" JREF- 1 W74761 Z06Orland., FL 32837 FL COA k0278 Fpr m re informanon sea this job's general noteiq page and thew web aitea: ALPINE: ww Ir lneii—Orn; TPI: www.Ipinst rg; WTGA: wviw.sbcindustry.com; IGG: www.ic sa/e.org illiam H. Krick Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t-yb61-/UNIVtK5AL.KUC;K DUNS 1 KUL; 117 /NUUULt5 I UN K1=,5 r , "' - I -1U ) Value Set: 13B (Effe6tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 225of-1.9E Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Deflection meets L/360 live and L/240 totol load. Creep increase factor for dead load is 1.50. 5X5 = 5X5_ 140 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 1.0.00 psf non -concurrent live load. Calculated vertical deflection is 0.49" due to live load and 0.61" due to dead load at X = 17-10-0, 3 1.5X4 iii 5X8 = 1 sxa C•l 3X8(A1) - 1.5X4 iii 4X7 = "^O - 3X4 = 3X8(A1) J.,=Qjo i,ao I_ 10-7-0 _ij i° 12-4-0 _I, 9-6-0 I 33-6-0 Over 2 Supports R=1307 U=324 W=4" R=1307 U=324 W=4" RL=35/-35 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20% O% /5(0 17 rNUNrrµ# H. 4 QTY:1 FL/-/1 /-/-/R/- Scale=.1875"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING] IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i. 4S TC LL 20:0 PSF REF R761: - 9215 DATE 12/27/17 1 a ^ OJlII[[PIN AN ITW COMPANY Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to a foil the latest edition of BCSI (B ilding Component Safety Informatidn, by TPI and WTGA) for safety practl III pr to performing these function}. Installers shall provide temporary bracing per BCSI. Unless noted of —1. top chard shall have properly, attached structural sheathing and pottom ch,,d shall have a properly " rigid tailing- Locations shown for permanent lateral restraint of webs shall have bracing installed p sections 0 B7 or nBID,I.. n applicable. Apply plates to each gape of truss antl position as shown above nd otheJointDetails. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation 7r drawing, any failure to build the truss in conformance With ANSITPI 1, or for handling, shipping, installation & bracing of trusses. A asal on this drewing or .over Page listing this drewing, Indinates —pits.— of professional enginesrin 0. O8 i - x V. , ea. a / • 1 rG` f ems•"'•••• tS't N TC DL BC DL BC LL TOT.LD. 7.p PSF MO PSF O.b PSF 37:0 PSF DRW HCUSR761 17361234 HC-ENG JB/DF SEQN- 14b58 D U R. FAC. 1:25 2400 Lake 0,.ge Dr, Suite 150 reePonalbllity solely for the design shown. The suitability and use of this drewing for any structuro Ie th rosponslbulty of the Building Designpar ANSITPI 1 S-2. erpt v tlL 61 SPACING24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 FL CDA 40278 For more inmrr.,adon see this job's general notes page and these Web sites: t/ y, ALPINE: www.alpineltw.iom; TPI: www.tpins[.org; WTGA: www.sbcindustry.com; IGG: www.iccsafe.org 1111am H. Krick LFC. Number 70 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I `zfuo-/UIVIVGKJNL.KVI.K I..V IVJ 1 KUtr l I / /rIUUVLCJ 1 VI-4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 225Qf-1.9E Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Deflection meets L/360 live and L/240 toted load. Creep increase factor for dead load is 1.50. 5X8 — 1.5X4 III 140 mph wind, 21.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 5X8 3X8(A1) - 1.5X4 III 3X4 = U^O — 3X4 = 1.5X4 III 3X8(A1) _ 1,01 0 0 I 11-6-0 1 10-6-0 1 11-6-0 I 33-6-0 Over 2 Supports ' I R=1307 U=327 W=4" R=1307 U=327 W=4" RL'=37/-37 Design Crit: FBC2014Res/TPI-2007(STD) np, N. PLT TYP. Wave FT/RT=20% M% /5 0 17 l d ! 4d QTY:1 FL/-/1 /-/-/R/- Scale=.1875"/Ft. W,ARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI s• • TC LL 20:0 PSF REF R761;- 9216IMPORTANT" - FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • - a Trusses require extreme care in fabricating, handling, shipping, installing and bracing- Refer to TC DL 7.b PSF DATE 12/27/17thelatesteditionofBGSIIBuildingComponentSafetyInformation, by TPI and WTCA) for safety prectlg`e pr Q, UO to performing these function. Installers shall provide tempora bracing per BCSI- Unless noted top chord shall have properly attached structural sheathing and otto chord shall have a properly att BC DL 10:0 PSF DRW HCUSR781 17361241rigidceiling. Locations shown for permanent lateral restrain[ f webs shall have bracing installed p N F actions 83, 67 or B10, as applicable. Apply plates to each face of truss and position as sM1own above nd'O he Joint Details, unless noted otherwise. Refer to drawing,1GOA-Z for standard late position,. S T , Q AI l g p.h.nts Group Inehall not be responsible or ay deviation fr , BC LL 0.0 PSF HC-ENG JB/DF pine, a division of I. Builtlin Com drawing, any failure to build. the truss in conformance with ANSI/TPI 1. or for handling, shipping, •%mil .• ANITWCOMPANYinstallation & bracing oft,...... R tie`, _ 1 TOT.LD. 37:O PSF SEQN- 14054 A seal on this tlrewlnp or co"r pegs listing this drawing. Indicates seosptance of professional enpinesrin s(t "• responamglty solely ror the design shown. The suitability and uae of this drawing for any atructuro Is to t7Rf Al/1iDU R. FAC. 1.25 2400 Lake Orange Dr, Suite 150 reaponsibllity of the Building Deaign— per ANSITPI 1 Sec.2. 1QtYp•g_P'P` Orlando, FL 32837 Form re information see this job's general notes page and these web site.: I FL COA# 0278 ALPINE: www.alpineltw.bom; TPI: www.tpinstorg; WTCA: wwilsbcindustry.com; ICC: www. I .... is.org illiam H. Krick Lie. Number 70 61SPACING 24.0" JREF- 1 W74761 Z06 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F `JL731-/U IVIVtKJHL,KVI:K t—t-A- L, 1 KUt_, I 1 / 1r1LJLJIJLCJ I UIN mt=,. - -- - I -GG J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 225bf-1.9E Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Deflection meets L/360 live and L/240 totol load. Creep increaso factor for dead load is 1.50. 5X5 5X8 - 3 — 5X5 140 mph wind, 22.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 3X8(A1) = 1.5X4 III 3X4 = ""U — 3X8 - 1.5X4 III 3X8(A1) 1 10-8-8 I 5-8-0 1 3-2-8_I 13-11-0 I 33-6-0 Over 2 Supports R=1307 U=324 W=4" R=1307 U=321 W=4" RL=42/-43 Design Crit: FBC2014Res/TPI-2007(STD) . 1. PLT TYP. Wave FT/RT=20% O% /5 0 17 "l. d ,% zQTY:1 FL/-/1 /-/-/R/- Scale=.1875"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THISDRAWINGI IMPORTANT" 'FURNISH THIS DRAWING TO ALL CONTRhCTORS INCLUDING THE INSTALLERS. TC LL MO PSF REF R761-- 9217 AN ITW COMPANY 2400 Llan akeO,e Bin, Suite 150 True— require extreme care in fabricating, handling, shipping, Installing and bracing. Rafertd a Tell the latest edition oT BCSI (Building Gomponent Safety lnformatidn, by TPI and WTGA) Tor safety practl a pr to Pertorming these function}. Installers shall provide lam Pord bracing per BCSI. Unless no[etl of Is top chord shall have properly atta.had structural sheathing and ottom chord shall have a properly att rigid ceiling. Location. shown for permanent lateral restraint f webs shall have bracing installed p sections De Bi or B'I O, as applicable. Apply plates to each s 1 of im ss and position as shown n,. nd o the Joint Details. „mass noted otherwise. Refer to drawings '160A-Z for standard plate positions. Alpine, a division of ITW Building Component. Group Inc. shall not be responsible for any deviation fr drawing, any failure to build. the truss in conformance with ANSI/TPI 1, or for handling, shipping, in. tallatien bracing oT [r,.saaa. -' A seal on this drewinp r oover pep. lletlnp this d—Irig, Indiosts..poeptsnoe of professional enpinaeHn esponelbilitysolelyforthedesignshown. The suitability and use of this drewing for any .tructuro M th responsibility of the Building Dasignar par ANSITPI 1 6ec2. L7i Q, 8 1 ; i S O s •• c S t •' a•„. a. ON AL F'N'.,+ TC DL 7.0 PSF BC DL 10:0 PSF BC LL 0.0 PSF TOT. LD. 37:0 PSF DATE 12/27/17 DRW HCUSR761 17361179 HC- ENG JB/DF SEQN- 14b50 D U R. FAC. 1:25 PACING 24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 For more inforTahon sea this Job's general notes page and these web alto.: FL COA #0278 ALPINE: www.alpineit—corn; TPI: www.lpinst.org, WTCA: www.sbclndustry.com: ]CC: www.iccsaf-Irg illiam H. Krick Lic. NLunber 70 61S 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. t f-t.1oo-I UIVIVtKJNL.KVI:K I.:V IVJ 1 mut- I I I /r1000LtJ 1- Value Set: 13B (Effe6tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 225Qf-1.9E Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. CZVQ _ 3 5X8 - 5X5 140 mph wind, 22.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 p'sf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.46" due to live load and 0.58" due to dead load at X = 14-1-0: 3X8(A1) = 3X4 - nua 1 u = 3X5 - °moo — 1.5X4 III 3X8(A1) _ J.'j=qjo 1,gjo L 8-8-8 _I, 5-8-0 _1_ 3-8-0 _1_ 3-1-0_1_ 12-4-8 _1 33-6-0 Over 2 Supports ' I R=1307 U=328 W=411 RL=39/-40 R=1307 U=328 W=4" Design Crit: FBC2014Res/TPI-2007(STD) e, H; PLT TYP. 20 Gauge HS,Wave FT/RT=20% O% /5 0 17 f VTY:1 FL/-/1 /-/-/R/- Scale=.1875"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme c ra in fabricating, handling, shipping, installing and bracing. Rafar to an ell the latest atll[ion or SCSI (Building Component Safety Information, by TPI and WTCA) for safety practi •fir gyp • i Q, 7yp t TC LL 20.0 PSF TC DL 7.0 PSF REF R761-- 9218 DATE 12/27/17 AN ITV, COMPANY 2400 Lake Orange Dr., Suite 150 to performing these function4- Installers shall provide temporary bracing per BCSI. Unless noted oth I top chard shall have properly attached structural sheathing a d ottam chord shall have a properly atta' rigid ceiling. Locatlana shown for permanent lateral restraint df webs shall have bracing installed Re = sections B3, j , 61 O, as applicable. Apply plates d each fact of truss and position as shown above d'o theJointDetails, unless noted otherwise. Refer to drawings 1tOA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fro t drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation 8 bracing of trusses. A seal on thb d—Ari or cover page Ilatlng this drawing. Indicates aoaspiance W fxohaalonsl englneeNn9 roeponalblIlly solely for the design shown. The aultabllity and use of thla drawing far any structure I. th roaponalblllty of the Bullding Designer per ANSIrFPI 1 Sac.2. 5 T O J ti• 0• e• + •• P • e••„•`••• r• G• t SS N A• .. bt t BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 37.0 PSF DRW HCUSR761 17361189 HC- ENG JB/DF SEQN- 14946 D U R. FAC. 1.25 61 SPACING24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 FL COA#0278 For more information see this job's general note page and thane web giros: ALPINE: www.alpinail--ro; TPI: www.tpinst.org; WTCA: www.abclndustry.com; ICC: www.iccsafe.org 1, IIIIamH. KrickLIC. Num'-er 70 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t t-hib JI -/UIV IV tKJAL.KUUK (JUIVJ I KUG I I / /r-I000LCJ I UIV Kt.7 ,-- -I -L'i J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x4 SP 2250f-1.9E: Bot chord 2x4 SP 225of-1.9E Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increaso factor for dead load is 1.50. 7X6 140 mph wind, 21.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 p'sf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.52" due to live load and 0.66" due to dead load at X = 16-0-8. 3 5X8 = 5X5 J 3X8(A1) - 1.5X4 III 4X5 = "1° — 3X8 = 3X8(A1) 1.gjo 1,go L 6-8-8 1 5-8-0 1 3-8-0 I 7-1-0 I 10-4-8 1 33-6-0 Over 2 Supports 1 R=1307 U=324 W=4" R=1307 U=324 W=4" RL=34/-34 p g/NtlNgg"" , MH. '-- Design Crit: FBC2014Res/TPI-2007(STD) ...•.., fC hr, PLT TYP. Wave FT/RT=20% O% /5 0 17 f VTY:1 FL/-/1 /-/-/R/- Scale=.1875"/Ft. ALA AN ITW COMP. N 2400 Lake Omnge Dr., Suite 150 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT—' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T—ss,s require extreme care In fabricating, handling, shipping, installing and bracing. RaTar to In p11 the latest edition of BCSI (Building Component Safety Informati6n, by TPI and WiCA) for safety practi . p to performing these function[;. Installers shall provide tempos bracing per SCSI. V nless noletl oth I lop chard shall have properlX attachetl structural sheathing and pttom chortl shall have a properly aria rigid tailing_ L—ati—a shown for permanent lateral restraint of webs shall have bracing installed P.0 actions B3. B or 610, as applicable. Apply plates to each face of truss and position as shown eb—e d'o th, Joint Details, unless notgd otherwise. Rafar to drawings 16OA-Z for standard plat, positions. Alpine, a dlyi f.il of o lb Building Components Group Inc. shall not be responsible for any deviation Tr, t drawing, any failure [o build the truss in conformance with AN 61TPl 1, or for handling, shipping. Installation S bracing of trusses. A seal on this drswlnp or ooLsr papa Ilstln0 this drawln0. Indloatea aposptanoe o1 ProfssslonN enOlnserinp mponalls ty solely far the design s='w The sulteblllty and use of this dre dng for any .[rupture Is th ro.p... Ibility of the Bullding Designer per ANSITap PI1S1. 8= 0 T 8 1• S T O • ,•C 1%:• Zc by ` . I•, tcn ....•' A7S'O ` N p`—.___—, TC LL TC DL BC DL BC LL TOT. LD. 20. 0 PSF 7. 0 PSF 10. 0 PSF 0. 0 PSF 37, 0 PSF REF R761-- 9219 DATE 12/27/11 DRW HCUSR761 17361190 HC- ENG JB/DF SEQN- 14942 D U R. FAC. 1.25 61 SPACING24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 FL COA 40278 For more information sea this lob's general note p.9e and thse web sitar: ALPINE: www.alpi—itw.com; TPI: www,tpinsLorg; WTCA; www,sbclnel—try...— ICC: —. ..fe.orfl illiam H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. UUNJ 1 KUU I I / /r1000LtJ I UN Kt:S,-- , - I -ZCD Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 . Bot chord 2x6 SP M-26 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fap.=1.25 / Plate Dur.Fac.=1.25) TC- From 54 plf at -1 .07 to 54 pif at 5.37 TC- From 54 plf at 5.37 to 54 pif at 1 1 .04 TC- From 54 pif at 11.04 to 54 plf at 14.71 TC- From 54 pif at 14.71 to 54 plf at 24.46 TC- From 54 pif at 24.46 to 54 plf at 34.57 BC- From 4 plf at -1 _07 to 4 pif at 0.00 BC- From 20 plf at 0.00 to 20 plf at 33.50 BC- From 4 plf at 33.50 to 4 plf at 34.57 BC- 271.53 lb Conc. Load at 4.06 BC- 612.38 lb Con6. Load at 5.60 BC- 837.45 lb Conc', Load at 12.73 BC- 326.45 lb Conc: Load at 14.73,16.73,18.73,20.73 BC- 1173.19 lb Conc. Load at 22.60 3X5 5X8 8X8 _ 3 6X8 = 1.5X4 m 3 3X4: 3X5 3 COMPLETE TRUSSES REQUIRED' Nail Schedule: 0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row 11.00" O.C. Webs : 1 Row lal@ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 140 mph wind, 21.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50_ Calculated vertical deflection is 0.62" due to live load and 0.79" due to dead load at X = 14-8-8. 5X8 1.5X4 3 3X8(A1) = 3X4 = 4X4 = 3X5 = 7X8 - 3X4 3X8(A.1) 1.5X4 III 3X5 = 7X6 J..;9jo 1 5-4-8 5-8-0 1 3-8-0-1- 9-9-0 I 9-0-8 1 33-6-0 Over 2 Supports R=3573 U=929 W=4" RL'=31 /-31 R=3242 U=835 W=4" Design Crit: FBC2014Res/TPI-2007(STD) \P';;:.•H;, kiQ 4 PL°/DTTYP. Wave FT/RT=20 0% /5 0 17. 3* • 3 ' OTY:1 FL/41 /-/-/R/- Scale=.1875"/Ft. r, ^ Q IILIII-JLf AN ITW CO COMPANYWARNINGI" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT' ' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses trams care in fabri-m h-dilin shi g, i g g. diti- a g, g, ppin y TPI in and brain Refer to antl all M1¢ latest edition of SCSI (Building Component Safety InformaNrSn, by TPI antl WTCA) for safety pracbc p toperformingthesefunctI-V Installers shall provide temporary bracing par BCSI. Vnless noted olM1e top chord shall have property attached structural sheathing and po .m chord shall have a properly atta rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed par C actions 63, ails, B'10, as a6cl th le. Apply plates d each face of truss and position as shown above a theJointDetails, unless noted otherwise. Ra platestodrawings 'I of I for ,d t..d.,d late lions. Alpine a dwiai nc. ofITWBuildingComponentsGroupIshallnet bo ro.p... blcf or -y deviation fro aw dring, anyfall.,. to build the i truss nconformance with ANSI/ PI 1, or for h-cling, shipping, installation bracing of tresses. 1 r f o. 708 r - E I s r G O - / T1 Se l, ' y•aa.n. a..•f. Esn TCLL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF REF R761-- 9220 DATE 12/ 27/17 DRW HCUSR761 173612121 HC-ENG JB/DF SEQN- 15263 2400 Lake Orange Dr., Suite ISO A esel on this dr wing or cetr page fluting this dr.wing. Indloatss scospt.nas of professional engineering rneponaibllity solely for the design shown. The soltah ity and use of this drawing for any awowre 1. to reap tr- lbuity of the S. ding Designer par ANSIlrPI 1 Sao.2. NG\ t1t 111AtD U R. FAC. 1. 25 61 SPACING 24.0" JREF- 1 W74761 Z 6 Orla,ldn, FL 32837 FL COA# 0278 Far ..... Information sea this job's ganaral -is page and th.s. web sites: ALPINE: www. alpin.itw.com; TPI: www.[pins[.org; WTCA: www.sbcindustry.com; ICC: www.iccsafa.org William H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k rSibbl -/UIV IV tK2A/AL.,hCl.lGK GVIVJ I KUG I I / /f'1000Lt.? I ur4 Kt Sz> _ -I -Zb Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 1 hip supports 4-0-0 jacks with no webs. SPECIAL LOADS LUMBER DUR.FAt.=1.25 / PLATE DUR.FAC.=1.25) TIC - From 59 PLF at -1.07 to 59 PLF at 0.00 TIC - From 54 PLF. at 0.00 to 54 PLF at 5.38 BC - From 20 PLF at 0.00 to 20 PLF at 5.38 BC - 115 LB Conc. Load at 4.00 140 mph wind, 21.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 pSf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X7 =1.5X4 m 3 F— 1-3- 4 0-4-0 1.5X4 Ill 2X4(A1) = 3X3 L<1-0-0:J 1_ 4-0-0 _1- 1-4-8- 5-4-8 Over 2 Supports R=304 U=91 W=411 R=272 U=67 PLT TYP. Wave H=H 1 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20°/D 0% /5 0 17. t ;;:•.:.;• k,Qf 44r11' ili . " C TY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. ILf AN ITW COMRgNY WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT—FURNISH THIS DRAWING TO ALL CONTRhCTORS INCLUDING THE INSTALLERS. if Trusses rebore aBCSI (bra in Comp..... handling, shipping, installing and bracing. Rater to ti ORthelatesteditionofSCSI (Building Component Safety Information, by TPI and WTCA) for safety practic or to performing these functions. installers shall provide temporary bracing per SCSI. Unless no, othe tap chord shall have properly attached structural sheathing and pettem chord shall have a properly seta s ri gIn calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per C sections B3. B7 orunless notedapplicable. Apply plates d each face of truss and position es shown above aforstandardplatepositions. the Joint Details, unless uilng arwise. Refer to drawings ' li at Alpine, a division of Io b Building Components Group Inc. shall not be responsible Tor any deviation fro drawing, any failure to builtl.[ha truss in con(pnnan ce with AN$1lTPI f , or far handling, shipping. installation & bracing pf ln,saas. o. 08 - E 1 t 7 O c,^ s: l ttC •••......•. St7n TIC LL TIC DL BC DL BC LL TOT. LD. 20. 0 PSF 7. 0 PSF 10. 0 PSF 0. 0 PSF 37, 0 PSF REF R761-- 9221 DATE 12/27/17 DRW HCUSR761 17361207 HC- ENG JB/DF SEQN- 15233 24W Lake Orange Dr., Suite 150 A asal on this dmMn? or co(,ar paps listing this drswblliing. Indiostes aoosPiance of professional enginssrinpp esponalbllity isfor the design shown_ The suitsty and use of this drawing for any structure la th ssponslbinty of the Building Designer par AN81frPi 1 Sae.z_ 1 SI / 14 V L 1 D U R. FAC. 1.25 S PACING 24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 FL COA#O 278 For more inf,rmatie aaa this job', general note page and these wet, sites: ALPINE: viww.elpineitw.com; TPI: _ tpinsLorg; WTCA: www.sbcindustry.com; ICC: viww.lccaefa.org illiam H. Krick Lic. Number '70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t-W0,Jl-/UNI VtKD/AL KU11-M 1..U1NZ, l KUt-, I I / /rIUUULtJ 1 UN KC.7. .-- -- - I -LI Value Set: 13B (Effeptive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactiohs based on MWFRS. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III Special loads, Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 54 plf at 0.00 to 54 plf at 5.38 BC- From 20 plf at 0,.00 to. 20 plf at 5.38 BC- 190.85 lb Conc. Load at 1.36 BC- 260.51 lb Conc. Load at 3.40, 4.40 140 mph wind, 21.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 p'sf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load 3 ,— 3X4 1-8-0 n U * 20-4-0 — 1.5X4 iii 5X5 2X4(A1) 5-4-8 Over 2 Supports R=500 U=134 W=4" 1 =612 U=165 PLT TYP. Wave RL=39 H=H 1 Nmupgga fgh bDesignCrit: FBC2014Res/TPI-2007(STD) +•. . FT/RT=20% O% /5 0 17. +' iZ ' TY:1 FL/ -/'I /-/-/R/- Scale=.5"/Ft. o AN ITW COMPANY WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT- rURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Refer to aTrusseseX[rema in fabricatin handlin shipping. i g g. n edition pyre g, g,y TPJ o and CA) fortM1elatestetli[ion of SCSI (Building Gomponen[ Safety Informe(idn, by TPI and WTCA) for safety practic to performing these function$. Installers shall provide temporariy bracing per BCSI. Vnless noted albs tochortl shall have properly attached structural sheathing antl pottom chortl shall have a properly a.. rigid telling. Locations shown Tor permanent lateral restraint of webs shall have bracing installed per actions 63, 67 or Bles n edl other. Apply plates d each s II of truss and position as shown above atheJointDetails, unless noted otherwise. Refer to drawings aof for standard late dons. Alpine, a division of ITW Building Components Group Inc. shall not be -sponsiblepfor any deviation fro drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for hantlling, shipping, instauation a bracing of trusses. 11140. p 1C o. 08 e I S O -' • / y wSeI'j . i •• b....... _ tC TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R761-- 9222 DATE 12/27/17 DRW HCUSR761 17361229 HC-ENG JB/DF SEQN- 15240 2400 Lake Orange Dr, Suite 150 A seal on this drowin. or Dover pegs Rating this drayying. Indlostes ecoeptence of professional enginaeflnp rasponsiblllly solely for the design shown. The suiteb111ty antl use of this drawing far any sb uature a th responsiblRty of the Building Designer par ANSI/TPI 1 See.2. O (•,`3 MAIL ,datr' t D U R. FAC. 1.25 61S PACING 24.0" JREF- 1 W74761 Z06Orlando, FL 32837 FL COAA278 For mare Infprmation sae this lob•a general notes page and these web sites: ALPINE: www.alpinei[w.com; TPI:-.tpir.-rg; WTCA: www.sbcintlus[ry.com; ICC: www.lccsafe.org William H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k r-tiloo /UIVIVtKJHL.KIJI..K I.aJIVJ 1 KUL, I I / /r'IUUULCJ 1 VIV KtJ,-- - I -Zt5 Value Set: 13B (Effeptive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) 140 mph wind, 21.40 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 p'. f, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure, 1 hip supports 7-0-0 jacks with no webs. 4X7 - 1.5X4 ill 2-0- 4 0-4-0 L'1-0-0CJ I, 7-0-0 _1_ 2-0-8 _I 9-0-8 Over 2 Supports R=533 U=151 W=4" U=216 PLT TYP. Wave NR=837 glunlnitilrrHrrfy Design Crit: FBC2014Res/TPI-2007(STD) H. FT/RT=20% O% /5 0 17 1r4 c 1QTY:1 FL/ -/'I /-/-/R/- Scale=.5"/Ft. AN ITW COMPANY 2400 Lake Orange Dr, Suite 150 IMPORTANT" 'FURNISH THIS DRAWINGEAD AFOLLOW L CONTTRRACTTORS INCLALL NOTESONTHISUDINGaTHE INSTALLERS. Trusses require extreme cpre in fabricating, handling, shipping, installing and bracing. Rafar to oil the latest edition of SCSI 1Building Component Safety Informetidn, by TPI ..d WTCA) for safety p-ot c' pr to performingthesefun.I oT installers shall provide temporary bracing per BCSL Unless noted oth tap ch" d shall have properly attached structural sheathing and potiom chord shall have a properly atta rigid ceiling. Locations shown for permanent lateral restraint f webs shall have bracing installed P.0 actions 63, B7 or B'10, as applicable. Apply plate. to each fact, of truss and position as shown above a the Joint Details, unless —6d otherwise. Rafar to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not i 1 responsible for any tl pin...pn fro' drawing, anyfailuretobulltltha (ruse In conformance with AN 61TP1 1, or for M1antlling, shippin installation & braoing of trusses. g A aesl on this drewlnp or oc"r peps listing this drawing, Indloetl•e aooaptanoe of professional englnsefin reeponslbility solelyforthedesignshown. The suitability ens r,ae of thla erewlnp rpr any etrt,mure la tg, reaponslbillty of the Bullding Designer per ANSITPI t Sec2. D ~C 0. oO x 1 ; O illl y\ SJf} ( rt! 4 •' d p1t TC LL TC DL BC DL BC ILL TOT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R761-- 9223 DATE 1 2/27/1 7 DRW HCUSR761 17361183 HC-ENG JB/DF SEQN- 15244 D U R. FAC. 1.25 61 SPACING 24.0" JREF- 1 W74761 Z06 OdandoJI, 32s37FLCOA# 0278 For more information see this job's general notep page and these web arise: ALPINE: www. elpi—Aw—m: TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: vnvw.lccaefa.org illiam H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t t-`JOJI -/UN I VtKJ/HL. KUUK UUNJ I KUU I I / 1"000Lt.5 I UN KtS.-- -I -ZU Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1 /30/2013 by ALSO J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) _ 140 mph wind, 21.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 p'. f, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 1.5X4 Ili 2-7-0 0-4-0 t' 1-o-cn1 9-0-8 Over 2 Supports - R=d07 U=104 W=4" R=326 U=94 RL-75 H H1 iNltNteNNNry Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20% O% /5 0 17. Sj QTY:4 FL/-/1 /-/-/R/- Scale=.5"/Ft_ WARNINGI'" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT' - FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . • = TIC LL 20.0 PSF REF R761-- 922 Tr„aaae ..quire "treme',a In fabricating, handling, shipping, installing and bracing. Rafe, to an all 01 TC DL 7.0 PSF DATE 12/27/17 thelatestatli[ion of SCSI (Building Component Safety Informatidn, by TPI and WfCA) for safety pract c _ p . toperformingthesefuncti—V Installers shall provide temperay bracing per SCSI. Unless noted oth lop chord shall have properly att,,h,d sL—clu-1 sheathing and bottom chord shall have a properly atta ' rigid pairng. Lpcations shown for permanent lateral restraint pf webs shall have bracing mata11 d Pa c 1 i S ,r O BC DL 10.0 PSF DRW HCUSR761 17361193 j ecliona 83, 67 or BID, as applicable. Apply plates to each face of truss and position as shown above a i the Joint Details. unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ivi• , Lf Alpine, a dsion of Iuilding Cponents Group Inc. shall not be responsible for any deviation BC LL 0.0 PSF HC-ENG JB/DF fro •. r drawing, anyfellureto. b B om uild.[ha truss In conformance with ANSIlTPI 1 , or for handling, shipping, .• AN ITW COMPANY inalanalien & bracing oftrusaes. ••...,, .•• G TOT.LD. 37.0 PSF SEQN- 15226 A •sal on this drawlnp of oovsr papa listing thla drawing. Indloatsa aooaptsnae of ptofasslonal enOlnesrinpp /O raeponalbl litysolelyforNadesignshown. The u,11abillty and use of this drawing for any atruofufa lath f{S• Y A DU R. FAC. 1.25 2400 Lake Orange Dr, Suite 150 raaponalblllty of the Building Designer par ANSI TPI 1 Sac2. MtW" Orlmido,FL 32837 Form re Informatien ace this Jobs general noteg page and theca wab sites: PACING 24.0" JREF- 1 W74761 Z06 FL COANO278ALPINE: v'ww.alpinei[w.com; TPI: www.Ipinal.org; WfCA: www.sbcindustry.com; ICC: wv w.lccsafe.org illiam H. Krick Lic. Number 70 61S — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F-9b31-/UNIVLKSAL.KUGK GUNS I KUG I 1 / /I-1000L17_J I UN KL,-3 - , -- - I -3u 1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 . Bot chord 2x6 SP M-26 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Wind loads and reaction s based on MWFRS. J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. 3X5(A1) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From ' 54 plf at 0.00 to 54 plf at 9.04 BC- From 20 plf at 0.00 to 20 plf at 9.04 BC- 308.56 I,b Conc. Load at 1.90 BC- 393.90 I,b Conc. Load at 3.90, 5.90, 7.90 140 mph wind, 21.79 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere In roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 pi 9-0-8 Over 2 Supports 'I R=1080 U=279 W=4" R=1173 U=279 RL=68 H=H1 pptutnmglrrgr Design Crit: FBC2014Res[TPl-2007(STD) H; fi"jjry4 PLT TYP. Wave FT/RT=20% 0% /5(0 17 `IITY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. RrREAD RNOAALL NOTES THIS BLUDG -IMPORTANT`FURNISHTHISDRAWINGCONTRACTORSINCLUDINGTHEINSTALLERS. +• y s TC LL 20.0 PSF REF R761-- 9225 Trusses extreme care in fabri—ling, handling, shi O. 108 1 require pping, installing end bracing afefarto all TC DL 7.0 PSF DATE 12/27/17 the latestetlitionofSCSI (BUilding Component Safety InfonnatitSn, by TPI and WTCA) for safety prac4 or Z to performing these functions- Installers shall provide tempora bracing per BCSI. Unless noted oth top chard shall have property, attached structural sheathing ard on.— chord shall have a properly atta = • BC DL 10.0 PSF DRW HCUSR761 17361210 rigid ceiling. Locations shown for permanent lateral restrain[ f webs shall have bracing installed pe C I ` O e. ttonsE, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above a it `F the Joint Details, unless noted otherwise. Refer to drawings 16OA-2 for stantlard plate positlons. w Lp AIadiviaianofITWBpldinmomana. sM1ali not be responsible for an deviation fra Q BC LL 0.0 PSF HC-ENG JB/DF awne. 9 Ponen P Y Zt drawing, anyfailuretobuildthe (rasa in conformance with AN Bt/TPI 1, or for handling, sM1ipping, %` , •. • \ AN CO NY installation & braaing oftrusaas. •c •...,,..•... ty TOT.LD. 37.0 PSF SEQN- 15223 A assl on this d—Ang or co5s pegs ItsUng this drawlnp, Indlostss iii—ptsnos of profssslonN snpinssrin Na N responsibility solely for the design shown. The suttsblllty antl use of this drawing for any ewoture Is tot Q 4 D U R. FAC. 1.25 2400 Lake Orange Dr., Suite 150 reaponalbility of the Building Designer par ANSITPI 1 Sac.2, l Orlando, FL 32837 For more Inmrrpauon see this job's ganaral —tea page and these web sites: SPACING 24.01. JREF- 1 W74761 Z06 FL COA# 0279 ALPINE: www.alpinellw.com; TPI: w—tpir—org; WTCA: ww.v.sbcindus[ry.coin; IGG: www.iccsefe.org illiam H. Krick Lic. Number 70 61 - — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. F-9631-/UNIVLzKb AL.FZUGK GUNS I KUG I I / /11000LLS I UN I L6S , "" - 1 -31 ) Value Set: 13B (Effel tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increaso factor for dead load is 1.50. 4X4 140 mph wind, 21.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 p'sf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. 1 hip supports 5-0-0 jacks with no webs. 1 3 2X5(A1) = 2X5(A1) _ I' 1-0-0:J L.-:1-0-0>J I_ 5-5-0 _1_ 5-5-0 _I 10-10-0 Over 2 Supports _1 R=668 U=182 W=4" R=668 U=182 W=4'I Design Crit: FBC2014Res/TPI-2007(STD) \P`..;,; •1 yi4 PLT TYP. Wave FT/RT=20 0°/D /5 0 17'QTY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. D WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" TC LL 20.0 PSF REF R761-- 9226FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS. 08 DATE 12/27/17Trussesr¢quira extreme care in fabricatin handlin shi g, Installing g. g, g, ppin nstallin and brain Rafe, to an II the latest edition of BCSI (BUIl ding Component Safety Information, by TPI and WTCA) for safety p. x TC DL 7.0 PSFprscticp to [Faso function&. Installers shall provide tempos bracing BCSI. Unless noted othperformingper tap chord shall have properly, attached sVuctural sheathing a d jp'ottom chortl shall have a properly atta BC DL 10.0 PSF DRW HCUSR761 17361186nglelcalling_ Locations shown for permanent lateral restraint 6/ webs shall Povs bracing installed pa Cactions63, B7 or 810. as applicable. Apply plates to each face of truss and position a shown above a O I : Qi11i HC-ENG JB/DFtheJointDetails, unless noted otherwise. Rafe, to drawings 16OA-Z for standard plat¢ positions. Alpine, a division of Io Building Components Group Inc. shall not be responsible for any deviation fro ww •", @ e F'I BC LL 0.0 PSF AN ITW COMA4NY drawing, any failure to build the truss in conformance with ANSI/TPI t. or for handling, shipping, b installation & bracing trusses. 1 • yy` 1••..• Fs •...,,.. TOT.LD. 37.0 PSF SEQN- 14866of A set on thla dnwinp o cover page listing this tlnwing. Indicates aoosptsnos of professional engineer[" i NA E 0 ti. D U R. FAC. 1.25solelyforthedesignshown. The sultablllty ano use of this drawing for any .wcture, I tot TPI 1 Sac2. 4 2400 Lake Orange Dr., Suite 150 panelbilityresponsibility of the Building Designer per ANSI ttg 61SPACING 24.0" JREF- 1 W74761 Z06Drlando, FL 32837 FL COA 40278 For more information see this job-s general notep page and theca web aitaa: ALPINE: www.alpinaitw.com; TPI: www. tpinst.org; WTCA: www.sbcindustry.com; ICC: www.lccsafe.org William H. Krick Lic. Number 70 F9631-/UNIVERSAL, ROCK CONSTRUCTI / /HUDDLESTON RES.-- , - T-32) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SU MITTEDBY TRUSS MFR. Value Set: 13B (Effehtive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increasL- factor for dead load is 1.50. 4X4 140 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load 1 3 2X4(A1) = 2X4(A1) - L,1-o-1TJ L<1-0-0--j L 5-5-0 _I_ 5-5-0 _1 10-10-0 Over 2 Supports R=464 U=124 W=4" R=464 U=124 W=4" RL=22/-22 Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=20% O% /5 0 17 1 ' QTY:5 FL/-/1 /-/-/R/- Scale=.5"/Ft. NWARNINISH RFADANDWINGT ALLC NTRACT RSINGI r• y TC LL 20:O PSF REF R761-- 9227IMPORTANT" FURNISH THIS DRAWING LL ALLALL NOTES ON T S DRAWINGINCLUDINGTHE INSTALLERS. Trusses require extremfabricating, handling, shipping, installing and bracing. Rafe, to a fpll o. 08 1 TC DL 7.b PSF DATE 12/27/17 thelatesteditionofSCSI (BUlld ing Component Safety Informatlen, by TPI and WTCA) for safety erect s p toperformingthesefunction}. Ins[allars shall provlda tempera bracing per BCSI. Unless noted of a 1. top chord shall haves properly, attached structural sheathing andTottom chord shall have a properly a c},C rigid tailiBC DL 10:0 PSF DRW HCUSR76`1 17361180 T. ng. Locations showve n for permanentlateralrestraintofwebsshallhabracinginstalledp8C 1 sections 63. E7 or B10, as applicable. Apply places to each face of truss and position as shown abov nd o v , a the Joint Denali.. unless noted otherwise. Rarer - drawings 18OA_Z for stantl.nd plate positions. BC LL O.b PSF HC-ENG JB/DF Alpine, a division ofITWBUlltlingComponentsGroupInc. shall not be responsible for any deviation f m dra ing, any failure to b.11tl the truss in conformance with ANSITTPI 1, or for handling, shipping. AN ITW COMPANY installation & bracing of tr.bsea. % >< •,.•f`A TOT.LD. 37: 0 PSF SEQN- 14069 A :eel on this drawing or oovar page listing this drawing. Indicates acceptance of professional envire, In .......••. reaponslbl]try solely for the design shown. The suitability and use of this drawing for any structure 1: ss Opl' DU R. FAC. 1.25 24(q Lake Orange Dr.; Suite I50 reaponslbllity of the Building Designer per ANSIIrPI 1 Bec2. , :Y L, v p Orlando,FL 32837 F., m r. inforn,,amww.t tion sea this job's general notes peg. and mesa web altos: t SPACING 24.0" JREF- 1 W74761 Z06 FLCOA#027i2 ALPINE: www.alpineitw.co; TPI: wpinst.org; WTCA: www.sbscind,y.com; ICC: www.i—saf-org )ll)am H. Krick Lic.. Number 70 61 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU* TED BY TRUSS MFR. t t-Jb31-/UNIVtKSAL,KUUr, UUNS 1 KUU I I/ /"UUULtJ I UN t<tzz, Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Deflection meets L/360 live and L/240 totol load. Creep increasb factor for dead load is 1.50. 2X4(A1) - Lz:::, -o_ml R=468 U=125 W=4" RL=24 140 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. 4X4 = 3 10-10-0 bver 2 Supports Bottom chord checked for 10.00 psf non -concurrent live load 2X4(A1) R=399 U=100 W=4" M Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=20% O% /5 0 17 1 QTY:1 FL/ -/'I /-/-/R/- Scale=.5"/Ft_ WARNINGI" READ AND FOLLOW ALL NOTES ON THISDRAWINGI TIC LL 20D PSFIMPORTANT" 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ••• •Lt REF R761-- 9228 Trusses require extreme cPre in fabricating, handling, shipping, installing and bracing. Refer t0 a foil • p ••_ the latest etlition of BCSI (Building Component Safety Informatidn, by TPI and WTCA) for safety prat[ e• p Q, Q$ + t C DL 7.0 PSF DATE 12/27/17 to performing these function}. Installers shall provide tempura bracing per BCSI. Unless noted o[ le x In p chortl shall have properly attached structural sheathing a tl ottom chord shall M1ave a properly allll d R HCUSR761 17361161rigidceiling. Locations shown for permanent lateral r¢s[rain[ f webs shall have bracing installed P pII'' c I BC DL MO PSF DRW sections B3, ail or ,lossas applicable. Apply glareo to each face of truss and position as shown abo rd- o Q O the Joint Details, unless n .'Id .g C.Fise. Refer to drawings 1b`OA-Z for standard plate positions. pT O : BC LL 0.0 PSF HC-ENG JB/DFAlpine, a division of ITW Building Components Group Inc. shall no[ be responsible for any deviation f w drawing, any failure to buildtha truss in conformance with ANSI/TPI 1, or for handling, snipping, • I- AN ITW COMPANY inat. I— &.",Ing of [r„saee. . tiy 1 ••G TOT.LD. 37:0 PSF SEQN- 14872 A ss.l on this drowinp or ooLsr p.g. Ilsting this drowing. Indl—ts..oaspt.nos of professl...I snpinserin - .(: '•.....•'• rospon.ibll lty solely for the design shown. The sultabliny .nd use of this drawing for any etructuro 1. th ss'/Qi li,. 1rN DU R. FAC. 1:25 2400 Lake Orange Dr., Suite 150 rosponalbllity of the Bullding Designer per ANSI/"FPI 1 Sac_2. li 1pn t` OrlandoCO, FL 32837 For more, lnfnrmati.. see this job's general noted page and Lhasa wwake,sites: SPACING 24.0" JREF- 1 W74761 Z06 FLA#0278 ALPINE: www.alpineltw.com; TPI:—Apinst.org; WTCA: www.sbcintlusvy.com; ICC: —. ..fe.org Hliam fl. Krick Lic. Number 70 6] 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU*TTED BY TRUSS MFR. t-Jb JI-/UN IVtKJHL.KUI:K UUNJ I KUI, I I / Ir1000LtJ I UN Niz:C, Value Set: 13B (Effeptive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 2X4(A1) _ L<1-0_ml 4X4 140 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. I 3 10-10-0 Over 2 Supports c 1 1 Fl R=468 U=126 W=4" R=399 U=99 RL=24 H=H1 awe, Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=20% O% /5 0 17 1 'w QTY:1 FL/-/1 /-/-/.R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THISDRAWINGI TIC LL 200 PSF REF R761=- 9229IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. P DATE 12/27/17Trussesrequireextremecdiinfabricating, he ndling, shipping, installing antl bracing. Rafar to s foilthelatesteditionofBCSI (Building Component Safety Information, by TPI and WTCA) for safety pracl e. P o. 08 1 TC DL 7.b PSFtoperformingthesefunction. Installers shall provide temporary bracing per BCSI. Unless noted o wle DRW HCUSR761 17361225topchordshallhaveproperlyattachedstructuralsheathingandbpottomchordshallhaveaproperlyat } d rigid ceiling_ Locations shown for permanent lateral restraint df webs shall have bracing installed p rYiC 1 • pp( OC DL 10:0 PSF sections B7 or 1310. as applicable. Apply plates to each face Of truss and position as shown d'oofIr HC-ENG JB/DFatheJointDetails, no[dtl otharwi se. Rafar to orawin gs — Cte ni s for standard plate positions. d S k` c BC LL 0.0 PSFAlpine, a tlivislon of ITW Building Components Group Inc. shah not be responsible for any deviation f drawing, any failure to build the truss in co of—mance with ANSrfTPI 1 , — for handling, shipping, p' A `L- F" r AN ITW COMPANY installation . br..ing of truseaa. VI .G a.,,.•••• TOT.LD. 37:0 PSF SEQN- 14875 A seal on this dnwlnp oob— page listing this drawing, Indlests. soceptance of professional enginssrinrosponslbilltysolelyforthedesignshown. The suitability antl use of this d—Ang for any strucluro Is th Ss D U R. FAC. 1.25 2400 Lake Orange Dr., Suite 150 roapon.lbilily of the Building Designer per ANSIIrPI 1 Sec.2" ' SPACING 24.0" JREF- 1 W74761 Z06Orlando, FL 32837 For more Information sea this job's general npteg gaga and th... web aitea: FL COA #0278 ALPINE: www.alpineit—.c TPI:--tpl-1-rg; WTCA: w , ,sbcindustry.com; ICC: www.iccsate.org illiam H. Krick Lic. Number 70 61 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUkMITTED BY TRUSS MFR. r-`Jb3l-/UIV IV tKJ%.L mut_r' k—ul-4J 1 KUL. I I / /rILJUUL_=o I IJIV hCCZD -- - - I -.3D J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 — s 2X4(A1) 140 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. W. 1-3 6 0-4-0 L::: 1-0=0 j I 5-5-0 _1_ 1-7-0 _1_ 3-10-0 _1 10-10-0 over 2 Supports R=473 U=125 W=4° R=394 U=102 RL=39 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) nnmurnufaryh` f PLT TYP. Wave FT/RT=20% O% /5 0 17 P TY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ,ft IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. B Trussas require extreme car. in fabricating, handling, shipping, installing and bracing. Ref.r to en foil the latest edition of BCSI (Building Component Safety Informatidn, by TPI and WTCA) for safety pre e p eO 08 - TC LL TC DL 20:0 PSF 7.0 PSF REF R761'.- 9230 DATE 12/27/17 N [Frigitla AN ITW COMPANY 2400 Lake Orange Dr, Suite 150 ttitoPerformingthesefunctions. Installers shall provide temporarly bracing per SCSI_ Unless noted oth top chard shall have properly attached sb —ral sheathing and pottom chard shall have a properly att ' ceiling- Locations shown for permanent lal.ral restraint f webs shall have bracing installed p B actions B3, 87 or B1 O, as applicable. Apply plates to each face of truss and position —shown above d the Joint Details, unless noted otherwise. Refer to drawings IROA-Z for st,,da,d late [Ions. p pea, Alpine, a division of ITW Building Components Group Inc. shall no[ be responalble for any deviation }ra tlrawing, any failure to build the truss in conformance with ANSITPI 1, — far handling, shipping, installation & bracing ofttusses. A seal on Mle d"" y Dover Ign hating Thhlee lull b, ty .. tes . f thanoa of .g faeelonel englnsennroeponelbilltynolalyfarthedesignshown. The sultablllty antl use of Lhle drawing for any ettucturo le tot raepanalbility of th. Bullding D—Ign— per ANSITPI 7 S-2. CTO :• 1e ........... n .. .... ._••`Gvs t BC DL BC LL TOT.LD. 10:0 PSF 0.0 PSF 37:0 PSF DRW HCUSR761 17361184 HC-ENG JB/DF SEQN- 14878 b U R. FAC. 1.25 61 SPACING 24.0I' JREF- 1 W74761 Z06Orlando, FL 32837 FL COA#0278 For mare inforr,,,ation ae, this job's g.neral note¢ page and th.a. web ait.a: ALPINE: www.alpineitw.com; TPI:—Api—t—g; WTCA: www.abcindus[ry.com; ICC: www.iccsafe.org illiam H. Krick Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU MITTED BY TRUSS MFR. k f-`joo I-/UIVIyt=tYJHL, MUL-i, I..VIVJ 1 muk-, I 1 / /MULILlLCJ 1 VI-4 Value Set: 13B (Effe tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 4X7 2X4(A1) 140 mph wind, 21.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 ill 1-9-6 20-4-0 I' i -o-CI-_J 5-10-0 _I_ 5-0-0 I 10-10-0 over 2 Supports R=473 U=125 W=4" R=394 U=104 RL=51 H=H1 PLT TYP. Wave Oesign Crit: FBC2014Res/TPI-2007(STD) FT/RT=20% O% /5 0 17 ttltfifiyyµhrf, O k oy r, j 4 TY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINOI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TIC LL 20:0 PSF REF R761=- 9231 Trusseserfrequire extreme care in fabricating, handling, shipping, Installing and bracing. Refer to en foil the latest edition of BCSI (Bullding Cponent Safety Information, by TPI and WTCA) for safety practi s p tom o porming these function9 Installers shall provide temporary bracing per BCSI. Unless noted oth r o. 708 1 = TIC DL 7.p PSF DATE 12/27/17 DRW HCUSR761 17361185 L^ IJ V a IIILIr I AN ITW COMPANY 2400 Lake Orange Dr, Suite 150 lop ch,, d shall have properly, attached structural sheathing and Ip otlom chord shall have a properly art ,, rigitl ceiling. Locations shown for permanent lateral restraint df webs shall have bracing installed P '13" sections 63, B7 or 810, es applicable. Apply plates ro each face ofI—.and position as shown above d O the Joint Details, unloss noted o[M1arwise. Refer ro drawings 1tSOA-Z for stantlertl late positions. p Alpine, adivision of ITW Building Components Group Inc. shall not be responsible for any deviation Pro drawing, any failure to build rho truss in conformance with ANSI?PI t, or for handling, shipping. installation & bracing of trusses. A seal on this dnwlnQ r oo4er pogo listing this drawing, indlostes aecept..— of prof—lonsl eriginsorM respansiblliry solely Forthedesignshown. The suitability and use of this drawing for any etrueture Ie th mspanaibllity of the Building Designer par ANSI/FPI 1 Sec.2. j 11q 1 4t O Y 7 p w yy` 1 ,• A .,, ,\„ •• CNNN r l , BC DL BC LL TOT. LD. 10: 0 PSF 0.0 PSF 37:0 PSF HC-ENG JB/ DF SEQN- 14881 D U R. FAC. 1.25 61 SPACING 24. 0" JREF- 1 W74761 Z06 Orlando, FL 32837FLCOA#0278 For more Inforr„ atlan see this]ob', general n,tep page and these web site,: ALPINE:—.alpineltw.comin ; TPI:—ApsLorg; WTCA: www.abcindu,try.com; ICC:—.iccsafe.org illiam H. Krick Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t t--, t031-/ u rV I v C KJHL. KIJI. m UurVJ I Kut— I I / /nv IJV LCJ I UIV KCJ,-- - - 1 -Jf ) Value Set: 13B (Effe6tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) 140 mph wind, 21.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load 4X7 = 1.5X4 III 2-3-6 0-4-0 Lz::::1-0-oJ 7-10-0 3-0-0 I 10-10-0 bver 2 Supports J R=473 U=124 W=4" R=394 U=108 RL=66 H=H1 pftttgtttlpyµhr'i Design Crit: FBC2014Res/TPI-2007(STD) `F*• f(°`'ry. PLT TYP. Wave FT/RT=20% O% /5 0 17 3 ? ?Z TY:1 FL/ -/'I /-/-/R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •' '• TC LL 200 PSF REF R761=- 9232IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • + Truasas ragwre ax[ram ere In fabricating, handling, shipping, matalling antl bracing. Rafar to an fall o. 708 1 TC DL 7. b PSF DATE 12/27/17thelatesteditionofBCSI (Building Component Safety Infonnatldn, by TPI and WTCA) for safety practi pr to performing these functi.n 1—tall—s shall provide [empora bracing per BCSI. Unless noted oth top chord shall have properly attachatl structural sheathing antl ottom chord shall have a properly att .• rigid ceiling. Locations shown for permanent lateral restraint f webs shall have bracing installed p B 6 _ BC DL 10:0 PSF DRW HCUSR761 17361204 ecV.— B3, B7 or B1 O, as applicable. Apply plates to each face ofotruss and position as shown above d { T the Joint Details. unless not d otherwise. Refer to drawings 1 i0A-Z for stantlertl plate positions. o a BC LL 0.'p PSF HC-ENG JB/DFAlpine, . tliy f ii of , b Building Components Group with shall I t be. —pon slble for any tlping. on Pro ••• • f tlrewing, any failure to builtl.tM1e trues in conformance witM1 AN6ITPI f , or for handling, shipping, •• AN ITW COMPANY inatallatton g braoing of tr„ssaa. ` ••..•y ;...•'G TOT.LD. 37:0 PSF SEQN- 15219 A seal on this drawing or oo6sr page Hitting this drawing. Indicates aooePtance of professional enginsarinroaponslbllltysolelyforthedesignshown. The sultablilty, and use of this drawing for any structure IssS'/Q 4 D U R. FAC. 1.25 2400 Lake Olunge Dr., Suite 150 responalbilHy, of the Building Designer per ANSI/TPI 1 Seo.2. i Orlando, FL 32837 For more mformatlan sea this job's general nntep page and these web aitea: SPACING 24.0" JREF- 1 W74761 Z06FLCOA #D 278 ALPINE: www.alpinei[w.eom; TPI: __Apinst.org; WTCA: wwW.sbcintlustry.com; ICC: www.iccsafa.org illiam H. Krick Lic. Number 70 61 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUIMITTED BY TRUSS MFR. F'UbJI-/UN IVtKJAL.KVUK UUNJ I KUU I I / /r1ULJULtJ I UN KtZZ -- , "'- - J-"I Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131 "k3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "X3" nails, toe nailed Ot Bot chord. L< 1-4-0 >j 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=163 U=43 11-9-6 2-0- 4 R=123 U=0 10-0-0 1-0-15 i 5-11-1 7-0-0 Over 3 Supports 356 U=69 W=8" RL=47 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20% O% /5 0 17 IlhN/ H• ny, t•'Q! 4G TY:14 FL/-/1/-/-/R/- Scale=.5"/Ft. WARNINGI"` READ AND FOLLOW ALL NOTES ONTHIS DRAWINGI IMPORTANT` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to a fpll the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practi a pr Noll _ 41:';• ,4 p, g 1 TC LL TC DL 200 PSF 7. 0 PSF REF R761=- 9233 DATE 12/27/17 a to performing [haae functions. Installers shall provide letup—ary bracing per SCSI. Unless noted oth Is top chord shall have properly atlachatl slrectural sheathing and pottom chord shall have a properly art r rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed p sections De 67 or B1 s n applicable. Apply pietas to each face of truss and clandon as shown above nd o theJointDetails. unless noted otherwise. Refer to drawings ti30A-Z for stantlard plate positions. AI a division of n Cam is Group Inc. shall not be rasp Alpine, g ponen p ponsible for any deviation fr 5 T O tie BC DL BC LL 10: 0 PSF 0. 0 PSF DRW HCUSR761 17361247 HC- ENG JB/DF SEQN- 15058 ANITWCOMPANY2400 Lake Orange Dr., Suite 150 drawing, any failure to f trushe truss in conformance with AN61TP1 1, or for handling, shipping. olbildthinatallatipn g bracing of t,sa¢a. g. A seal on this drawing or co4or psgs listing this d—Ang. Indicates aGpeptance of professional angln—rlh responsibility solely for the design shown. The suitability and use of this drawing for any atrueture is responsibilityoftheBuildingDesignerperANSVTPI1S¢c_2. 1. •' s[ " '" TOT. LD. 37:0 PSF D U R. FAC. 1.25 61S PACING 24.0" JREF- 1W74761 Z06 Orlando, FL 32837 FL COA#0278 genera w age Formore1ntorrgationaeeleisob•a I note' and theca web altee: ALPINE: www.alpineitw.com: TPI: www.lpins[.org; WTCA: bcinduatry.com; ICC: www.lccsafe.org illiam H. Krick Lic. Number 70 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SU*FTED BY TRUSS MFR. t-Ub31-/U N I V t KSAL, KUU K GUNS 1 KUU 11 / /NU U UL tJ 1 UN tKtD. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "x3" nails, toe nailed at Bot chord. 3 F__ 2X4(A1) J-Z 140 mph wind, 21.40 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. L.:1-o-off F- 7-0-0 Over 3 Supports — R=333 U=87 W=411 RL=60 2-1-6 R=165 U=65 2-0- 4 0-4-0 R=123 U=5 Design Crit: FBC2014Res/TPI-2007(STD) H• ter'°'« y PLT TYP. Wave FT/RT=20% O% /5 0 17 ''t• V/ `4:,QTY:3 FL/-/1 /-/-/R/- Scale=.5"/Ft. wARNwcr READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT` ' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme c ra in fabricating, handling, shipping, installing and bracing. Refer to a toll the latest edition of BCSI (Building Component Safety inform 16n, by TPI and WTCA) for safety pre.1b e p r'*• * 7< 0• OS TC LL 20:0 PSF TC DL 7.D PSF REF R761=- 9234 DATE 12/27/17 o AN ITW COMPANY 2400 Lake OrangeDsiDr., Suite 150 to performing these function$_ Installers shall provide tempos bracing per BGSI. Unless noted olh Is top chord shall have properly attached structural sheathing antl_ottom chord shall have a Properly ah rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed p sections B3, B7 or B1 D, as applicable. Apply plates to each , Il Pf truss and position as shown above nd otheJointOelails, unless notedp otherwise. Refer to drawings j or for and Rd iti late t, s. Alpine, a di,ision of ITW Building Components Grc.P Inc- ahali not be responslblepfor any deviation fr drawing, any fall.,. to build the truss in conformance with ANSIfTPI 1, or for handling, shipping, inatahation & braeing of truseea. A al on this drawing or oovs page listing this drawing. Indlaooa natesptsnos of profn ssaloal enOlnesrinreessponslbRlty solely for the design shown. The suitability and use of this drawing far any abruetureS/Q AL E responsibility oftheBuildingDesignerparac. ar ANSITPI1S2. OSO O T L. s Sy •..•' e BC DL 10:0 PSF BC LL O.p PSF TOT.LD. 37:0 PSF DRW HCUSR761 17361178 HC-ENG JB/DF SEQN- 14844 b U R. FAC. 1.25 61SPACING 24. 0" JREF- 1 W74761 Z06 Orlalido, FL32837FLCOA 40278 For mo,. information ... this Job's general noteR page and the.. web sites: lag ALPINE: w .elpineilw.com; TPI: www.tpir.L ,g; WTCA: www.sbcind.stry.com; ICC: www. ..la - illiam H. Krick Lic. Number 70 12/29/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SU BMITTED BY TRUSS MFR. 1•"J03l-/UIN I VtKJ/AL,KUCIS UUINJ I KUU I I / /r1000LtJ I UIV KCJ.-- - J-3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide 2) 0.131 "k3" nails, toe nailed at Top chord. Provide 2) 0.131 "z3" nails, toe nailed at Bot chord. 2X4r(A1) 140 mph wind, 21.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=113 U=44 R=86 U=4 L<1-0-0 j 5-0-0 Over 3 Supports R=261 U=76 W=4" RL=44 Design Crit: FBC2014Res/TPI-2007(STD) t{41thMyH PLT TYP. Wave FT/RT=20% O% /5 0 17 4pTY:2 FL/-/1 /-/-/R/- Scale=_5"/Ft. 1 a IIIIJr I AN ITW COMPANY 2400 Lake Orange Dr, Suite I50 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. RaTar to a foil the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practi s p to performing these functio Installers shall provide temporary bracing per BCSI. Unless noted oth Is top chord shall have properly attached structural .h..thln, and p,rtom chord shall have a properly att rigid calling_ Locations shown for permanent lateral r¢straint of webs shall have bracing installed p sections 63, By or B10, as applicable. Apply plates to each face of truss and position as shown above nd d the Joint Details, unless n bd otherwise. Rotor to drawings 1SOA-Z for standard plot, positions. Al p1 n,, a division of ITW Building Components Group Inc. shall not be responsible for any devlation fr drawing, any fall.,. to build the truss In conform.... with ANGjfTPl 1, or for handling, shipping, ina 11-ion& b,acing of tr.sa.a. A seal on this drewlnQQ r oohs, Pao. Ilsting this drawing, Indlost.. a—ptanoa of prof.sslon.l enOlnt fsAnpra.pon.lblllty solely tOr the daslgn shown. Tha suitsbllity and u.a of this drawing for any strugwrn Is th ra•ponaiblllty of the Bullding D..Ignar par ANSVTPI 1 Sea2. ' o' s a. 8 1 ti T O sS1 tis A • I+_ it`F a,, 1 .,-* t••• -\ 7 H t AA ..APL ttt2W TIC LL TC DL BC DL BC LL TOT.LD. 20:0 PSF 7.b PSF 1 O:O PSF 0.0 PSF 37:0 PSF REF R761-- 9235 DATE 12/27/17 DRW HCUSR71#1 17361187 HC-ENG JB/DF SEQN- 14831 D U R. FAC. 1.25 61 SPACING 24.0" JREF- 1 W74761 Z06Orlaudn, FL 32837 FL COA#0278 For more Information ... this job's general ..to? peg¢ and these w.b sates: ALPINE: www.alpineitw.com; TPI:—Apir.—rg; WTCA: .sbclndustry.com; ICC: www.ic ..lo-1,; illiam H. Krick Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU MITTED BY TRUSS MFR. ry631-/UNIVtKSAL.KUGK GUNS I KUU I I / /NUUULtJ 1 UN KtS.-- , "" - J-4 Value Set: 13B (EffeFtive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131"ic3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "z3" nails, toe nailed at Bot chord. 2X4(A1) _ 140 mph wind, 21.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=126 U=49 1-8-14 1-8-6 R=95 U=4 i 1-0-o;j 5-6-0 Over Supports — R=278 U=78 W=4" RL=48 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20% 0% /5 0 17 Iuafggff, .. H Nfn` f ya f• / 4s TY:3 FL/-/1 /-/-/R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme cs— In fabricating, handling, shipping, installing and bracing. Refer to a fell the Islas[ adition of SCSI (Building Component Safety Informatidn, by TPI and WTCA) for safely pre 8 pr to Performing those function. Installers shall provide tempera bracing per BCSI_ Unless noted olh III top chord shall have properly attached structural sheathing antl'ottom chord shall have a properly att I rigid ceiling. Locations shown for permanent lateral restrain[ of webs shell have bracing installed p Y 8 0• t+ TC ILL TC DL BC DL 20:0 PSF 7.0 PSF 10:0 PSF REF R761-- 9236 DATE 12/27/17 DRW HCUSR761 17361203 7 a IIIUr I n appl oth, . Apply plates to each face of truss end position as shown above nd dsectionsB3. B7 or ,lesstheJointDetails, unless noted otherwise. Refer to drawings a of tr for nd po rtl plate positions. Alpine, a division of ITW BUllding Components Group Inc, shall not be responsible for any deviation it S T O in w BC LL O.D PSF HC-ENG JB/DF AN ITW COMPANY 2400 Lake Orange Dr., Site 150 drawing, any failure to build the truss In conformance with ANSIfTPI 1. or for handling, shipping, inalailat-n &bracing of tr„saaa. A seal on thin dr.wlnp or ooLar Pags Ilating this drawlnp, Indllaat"I almeptanoe or proMaalonel .npinesHnp raeponnlblllty naaly for the danlgn shown. The sulteblllty antl use of thin drawing for any structure Ia reapenslblllty of the Building Deslgnar par ANSI/ PI 1 Sac.2. Sy ..' npn 1 Yi1r TOT.LD. 37:0 PSF SEQN- 14047 D U R. FAC. 1.25 61S PACING 24.0" JREF- 1 W74761 Z06oduao,FL 32837 FL COA#027$ Farm re infermallon sea lhis;nb•s general nelaa page and thane web altos: ALPINE: www elpineltw.iom: TPI: www.ipinstorg; WTCA: www.sbclnduslry.com; IGC: www.iccaefe.org illiam H. Krick Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. r-Ut7 J1-/UNIVtK5AL. KUUK GUN51 KUU I I / /"UUULtJ I UN KtJ.-- "" - J-b Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131 "k3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "x3" nails, toe nailed bit Bot chord. 2X4(A1) 140 mph wind, 21.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.0 p'sf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=130 U=51 R=96 U=6 1-8-14 1-8-6 20-4-0 5-6-0 Over 3 Suppo+ts R=210 U=47 V=4" RL=40 PLT TYP. Wave besign Crit: FBC2014Res/TPI-2007(STD) FT/RT=20% O% /5 0 17 algHmlurrrrrrgfro P` ...... VTY:1 FL/41 /-/-/R/- Scale=.5"/Ft. a L AN ITW COMPANY WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme c ra in fabricating, handling, shipping, installing and bracing. Refer to an oil he latest edition of SCSI (Building Component Safety Infpnneti(In, by TPI antl WTCA) for safety precti a pr to performing these function6 Installers shall provide tempora bracing por BCSI. Unless noted oIh 1 tap chord shall have properly attached structural sheathing a tl j}'onom chord shall "eve a properly ana rigid ceiling. Locations shown for permanent lateral restraint df webs shell have bracing installed P. C sections 63, B7 or 610, as eppl.cable. Apply plates to each face of truss and d.rdon es ahown above d'etheJointDetails, unless noted otharwi se. Refer to drawings . of tr for standard plate positions. AI a divislpn pflT BuiIdln Cpmpgponents Grpup Inc. shall not be responsible for any devla[lon from I drawing, any failure to build the trues In conformance with ANSI/TPI 1, — for handling, shipping, installation & bracing of tru'aaea. p • • a 0 7U0 1 1 - I S T O A • sy` , •••• e G TC LL TC DL BC DL BC LL TOT. LD. 20. 0 PSF 7. 0 PSF 10. 0 PSF 0. 0 PSF 37. 0 PSF REF R761-- 9237 DATE 12/27/17 DRW HCUSR761 17361223 HC- ENG JB/DF SEQN— 14855 2400 Lake Olsnge Dr, Site 150 A seal on this drawing or covsr page listing this drawing, Indicates sooeptanos of profssslonsl engin asHnp renponsiblllty solely f r the design all—. Tha suitability and use of this drawing for any structure la th renponslbllity pe of theBuildingClaslgnerrANSI/ l 1 Seel. 0 P' 1 D U R. FAC. 1.25 61S PACING 24.0" JREF- 1 W74761 Z06 Of131td0,FL32837FLCOA 40278 Form re information see this job's general notes page and these web altos: ALPINE: www. elpineitw.c_om; TPI:—Api—L—g; WTCA:—.sbcindustry.00m; ICC: —. ..fe.org illiam H. Krick Lic. Number 70 1.2/ 29/2017 THIS DWG PREPARED FROMcOMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t rL-bJl-/ IJNIvtKJf'.L,KUL'IS k_ur4J I muk- I I/ /r LJLIULCJ 1 UI-4 Kt-_'> Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131 "i(3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "z3" nails, toe nailed at Bot chord. J-b ) 140 mph wind, 21.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TICDL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3 r 1-4-6 R=87 U=33 1-3- 4 0-4-0 R=67 U=3 2X4r(A1) 1-O-o J R=226 U=71 W=4" RL=37 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20% 0%D /5 0 17 w.elNltf47pµhN' hV fPMa•H: [ y,, QTY:1 FL/-/l /-/-/R/- Scale=.5"/Ft. . IIILJr- J' Q ^ AN ITWCOMP14NY 2400 Lake Orange Dr, Suite 150 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p Trusses require extreme care in fabdceting, handling, shipping, installing and bracing. Rafar [o angfoll the latest ed,ti'n of BGSI (BUiltling Component Safety Information, by TPI and WTGA) Tor safety precti pr tp performing these fu nctione. Installers shall provitle lempora bracing per BCSI. Vnless noted oth I top chord shall have properly attached structural sheathing antl ottom chortl shall have a properly ana rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed pe C actions 83, 87 or B10, as applicable. Apply plates to each face of truss end position as shown above d'p the Joint Details, unless noted otherwise. Refer to drawings 1SOA-Z for standard late bons. Alpine, a division of ITW Building Components Group Inc- shall not be responsiblepfor any deviation fro t drawtng, any failure to build the truss in conformance with ANSI/TPI 1, or ter handling, shipping, inatalist, & bracing pft—saea. A aesl on this drawing or ooLer page lusting this drawing, Indlontsa sooeptenoe W professional englnesrinp reepanslbillty solely for the design shown. The sulteblllty aril use of this drawing for any atweture Is th responalbllity of the Building Designer Per ANSI/TPI 1 See.2. ' Q d p, 708 1 S It I= 8 tie 44. s• •• VVV G Q( !O pp{.-` •-' rry•_ _ 1 rrI R1 TIC LL TC DL BC DL BC LL TOT.LD. 20.0 PSF 7.0 PSF 10.0 PS 0.0 PSF 37.0 PSF REF R761-- 9238 DATE 12/27/17 DRW HCUSR761 17361211 HC-ENG JB/DF SEQN- 15229 D U R. FAC. 1.25 61 SPACING 24.0" - JREF- 1 W74761 Z06Odando, FL 32837 FL COA#0278 For more information see this job's general noted page and theca web sites: ALPINE:—.1pineitw.com; TPI:—.tpi—t.org; WTCA: _.sbcindustry.com; ICC: www.icpsafa.org l Numberilllam.H. Krick L)c, Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t-9661-/UN I VtKSAL, KUG K UUrVJ 1 KUU I I / /r1UULJLtJ I Urj Value Set: Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131 "k3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "z3" nails, toe nailed it Bot chord. J-/ 140 mph wind, 20.90 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3 F— R=60 U=22 1-0- 4 1-1-6 0-4-0C-:::; I R=48 U=2 2x4(Al) L:1 -o-off R=192 U=67 W=4" RL=30 alilt11Hpgµhrov Pesign Crit_ FBC2014Res/TPI-2007(STD) DPP^.,...... jhyPLTTYP. Wave FT/RT=20% O% /5 0 17 TY:3 FL/-/1 /-/-/R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • • i TIC LL 20,0 PSF REF R761-- 9239IMPORTANT'-' 'FURNISH THIS DRAWING TO ALL CONTRgCTORS INCLUDING THE INSTALLERS. • C Trusses require extreme c. "in fabricating, handling, shipping, installing and bracing. Rare, to an Oil yl 0. 7Q8 1 i TIC DL 7.0 PSF DATE 12/27/17thelatesteditionofSCSI (BUl1llding Component Safety Information, by TPI and WTCA) for safetypracti so S to performing these fun bti . Installers shall provide tempora bracing per SCSI. Unless noted oth 1 top chord shall have properly attached structural sheathing antl jj'ottom chord shall have a properly aria s rigid ceiling. Locations shown far permanent lateral restraint df webs shall M1e1e bracing installed Pe C 1 BC DL 10.0 PSF DRW HCUSR761 17361205 actions 83. B7 or BT 0, as applicable. Apply plates to each face of truss and position as shown above d'O S T O j the Joint Details, unless noted otherwise. Refer to drawings 1SOA-Z for stand—cl plate positions. d h I BC LL 0.0 PSF HC-ENG JB/DF Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fro t s d rawing, any failure to build the truss in conformance with ANSITPI 1, or for handling, shipping, ss •• AN ITW COMP%\NY inatanatipn brecing of tr sa . ,tc y ..•• TOT.LD. 37.0 PSF SEQN- 14891 tseal on this drawing or opver page listing this drawing, Indicates scosptence of professional englna.111 g 7sln sponslblllty solely for the design shown. The suitability and use of this drawing for any atrueture Ism / V IW.`_ V. tD U R. FAC. 1.25 2400 Lake Olange Dr, nr Suite 150 responsibility of the Building Design, peANSI/TPI 1 Sec.2. Orlando, FL 32837 Form ra information see this job's general nota page and these web sites: SPACING 24.0" - JREF- 1 W74761 ZQ6 FL COA#0278 ALPINE: www.alpineitw.comns; TPI: www.tpin,,; WTGA: www.sbcintlus[ry.com: IGwww. C: ic safe.org illiam H. Krick Lic. Number 70 61 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVtKSAL, KUUK UUIVJ I KUU 1 I / /I -I UU ULttA I UN KtJ,-- "" - J-b Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 totol load. Creep increase factor for dead load is 1.50. 3 F- 140 mph wind, 21.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide 2 0.131 NT' nails, toe nailed at Top chord. Provide 2 0.1311lx3" nails, toe nailed at Bot chord. R=88 U=38 R=172 U=37 1.5X6 III 3X4 — 3X3 I_ 3-4-0 _1_ 3-8-0 _1 7-0-0 Over 3 Supports R=261 U=65 RL=27 22-1-6 2-0- 4 0-4-0 PLT TYP, Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20% 0% /5 0 17'4k l`l, H. afh, rrr QTY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING r•. 4 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20:0 PSF REF R761— 9240 DATE 12/27/17 Q Trussas require extreme care In fabricating, handling, shipping, installing and bracing. Refer to a foil the letast edition of BCSI (BUilding Component Safety Information, by TPI antl WTCA) for safety pro .e p o. to performing these function. Installers shall provide tempos bracing per SCSI. Unless noted of 1 . top chord shall have properly attached structural sheathing a.d _.Hom chord shall have a properly a 1 rigid tailing. L... ttons shown for permanent lateral restraint of webs shell have bracing imstalled 11, 1 sections D it or Bl s n tedapplicable- Apply plates to each face of truss and position as shown n.. end StheJointDetans. unless noted oable- se. Refer to drawings 1 of -Z for standard plate positions. 08 1 2 O Q• TC DL BC DL BC ILL 7.0 PSF 10.0 PSF O.0 PSF DRW HCUSR761 17361209 HC-ENG JB/DF AN trW COMPANY 2400 Lake Oran,e Dr, Suite 150 Alpine, a division of ITW Building Components Group Inc. shall not be responslble for any deviation drawing, any failure to build the truss In conform.... with ANSI/r PI 1, or for h—dling, shipping. ins ZI-ion g braoi.g of trusses. A seal on this drawing or oaver page listing this drawing, Indicts lord orsoosptenosofprof— lorenpinasrl rasp. — Ho lhy solely for the design shown. The suitability and use of this drawing for any structure Is rasponslblllty of the Building Designer per ANSI/TPI 1 Sec2. 1 c e ,.• C tih C ••.,••.' V` TOT. LD. 37:0 PSF SEQN- 14904 D U R. FAC. 1.25 61SPACING 24.0" JREF- 1 W74761 Z06 OrInda,FL 32837 FL COA#0278 For more information sea thlaiob•s general notes page and these web sites: ALPINE: www.alpinaltw.c,om; TPI: www.tpl—Lorg; WTGA: ww-sbcind—try.com; IGO:—I.... lo.org Illl$ITI H. Krick Lie. Number 70 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUI IMITTED 13Y TRUSS MFR. I-`JbS"1-/UIV fVCKJAL. mtjur, UUIVJ I KUL- I I / /I-I000Lt2A I UIV mtzz, - Value Set: 13B (Effe tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131 "k3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131 "i(3" nails, toe nailed at Bot chord. J_& 140 mph wind, 22.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3 - 3X3 - 5X5 = 1-4- 4 1.5X6 lit 3X4 - 3X3 I, 4-4-0 _I, 2-8-0 _1 7-0-0 Over 3 Supports R=261 U=66 H=H1 R=52 U=22 2-1-6 2-0- 4 R=209 U=52 'ii 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=20% 0% /5(0) 17 s. 4f QTY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. I IIILI J1 AN ITW COMPANY 2400 Lake Orange Dr, Suite 150 WARNINGI" READ AND FOLLOW ALL NOTESGNTHIS DRAWINGI IMPORTANT" ' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require f HOSI e U Idiin flb,ilComp tin', hantlling, shipping, installing antl bracing_ Refer to a full thelatesteditionofSCSI (BUiltling Component Safety Informatidn, by TPI and WTGA) for safety prac es p to performing these fu nc[ion. Installers shall provide tempos bracing per BCSI. UI,I... noted of Is top chord shall have properly. attached .1, .torsi sheathing and' ottom chord shall have a properly al rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing instalted C sections 83, 67 or ,l s n applicable. Apply plates to each face of -Z as and position t shown ns. and the Joint Details, unless not§d otherwise. Refer to drawings '160A-Z for stand erd plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation drawing, any failure to build. the truss In conformance with ANSI/TPI 1, —for handling. Shipping, installation & bracing of tr„saa.- A seal on this dris r oc,"r page IlMing this drawing, indicates acceptance of professional snglnasrf ronponsibllltysolelyforthedesignshown. The sulteblllty and use of this drawing for any structure Is responsibility of the Building Designer per ANSIrTPI t Sec.2. y j 0 08 , ? i I _ O ' I y ,.• < l Gr 41110. `wry` 1A{..` TC LL 20:O PSF TC DL 7.p PSF BC DL 10:0 PSF BC LL 0.0 PSF TOT. LD. 37:0 PSF REF R7617- 9241 DATE 12/27/17 DRW HCUSR761 17361213 HC- ENG JB/DF SEQN- 15 36 D U R. FAC. 1.25 61SPACING 24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 rLCOAWI2%$ For more Information sae this job's general notep page and thane web a ALPINE: ww .elpinel[w.com; TPI: www.[pinaLorg; WTGA: www.sbclntlus ry.c m; IGG: www.iccsafe.org illiam H. Krick Lie. Number 70 12/ 29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1--fjb61-/UNIVtKJAL. KUC:K UUNJ I KUG 117 /r1000LtJ I VN Kt:Z> - K-1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 _50. L— 1=10-10 —i R=398 U=73 W=11.314" 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 7-0-0 setback jacks with no webs. Provide S 2) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 3) 0.162"x3.5" nails, toe nailed at Bot chord 9-10-13 Over 3 Supports R=201 U=70 11-9-4 2-0- 2 R=364 U=16 10-0-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20% O% /5 0 17 i H,""F•,, k QTY:3 FL/-/1 /-/-/R/- Scale=.5"/Ft. Q LP V AN ITW COMP4NY 2400 Lake OMtl eDr., Suite IiU wARNINGI`" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI r• F L IMPORTANT-` • FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, tnstalltng and bracing. Refer to a fell the latest edition of SCSI (Building Component Safety Informatidn, by TPI and WTCA) for safety pre .. p o, pg 1 to performing It, .. function9. Installers shall provide tempos bracing per SCSI. Unless noted of rwlti ' ilopchordshallhaveproperlyattachedstructuralsheathingandiottomchordshallhaveaproperlya 'fie rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed C• 1 sections B3, B7 or 61 O, es applicable. Apply plates to each face of truss and position — shown ab.— and the Joint Details, unless noted otherwise. Refer to drawings 1gOA-2 for standard pieta positions. S '( Q ' Alpine, a dlvialon of ITW Building Components Group Inc. shall not be responsible for any deviation I drawing, any failure to build this truss in conformance with ANSIfTPI 1, or for handling, shipping. installation $ bracing of tr„sae.. 'by,( t •,•',, A asai on this drawing or oober pegs tletlng this drawing. Indicate. sooeptencs of proTesalonel anglnMrl - ••s••.,•••` mspon ability solely for the design shown. The suitability and use of this drawing for any atinu I. ss o G responsibility of the Building Designer per ANSI, TPI 1 Seo.2. ANAL TC LL TC DL BC DL BC LL TOT.LD. 20D PSF 7.0 PSF 10:0 PSF 0.0 PSF 37:O PSF REF R761-- 9242 DATE 12/27/17 DRW HCUSR761 17361248 HC-ENG JB/DF SEQN- 15062 D U R. FAC. 1.25 61 SPACING 24.0" JREF- 1 W74761 Z06Odando, FL 32817 FL COA 0218 For more ln1--tion see this job•, general note¢ page and these web It.. ALPINE: www.a'P.—i---; TPI:—.1pl-1—g; WTCA: www.sbcind..try.c m; ICC: =.lccsafe.org illiam H. Krick Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUOITTED BY TRUSS MFR. rUb3l-/U N I V t KSAL, KUG K UUN51 KUG 117 /I"IU UULt5I UN Kt,,. -- Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 totol load. Creep increase factor for dead load is 1.50. 2X4(A1) 1-5-0-34 I:$clfc;IHI[ikl @.X:1.'tIY 140 mph wind, 21.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 7-0-0 setback jacks with no webs. Provide ( 2) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 3) 0.162"x3.5" nails, toe nailed at Bot chord 9-10-13 Over 3 Supports 2-1-4 R=198 U=97 2-0- 2 0-4-0 R=372 U=50 Design Crit: FBC2014Res/TPI-2007(STD) Ply F{, sry'Yrr$ PLT TYP. Wave FT/RT=20°/g 0°/D /5 0 17 , .. 4 .QTY:2 FL/-/1 /-/-/R/- Scale=.5"/Ft. r d II` f wARNwcr READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses extreme in fabdcetin handling, shipping, —telling g. require Tra g, g, ppin natellin and braoin I e,er to a toll the latest edition of BCSI (E 'ding Component Safety Informatidn, by TPI and WTCA) for safety pre e palatoperformingthesefunctio,4. Installers shall provide tempura bracing per BCSI. Unless noted ;I top chord shall have properly attached structural sheathing and onom chord shall have a propa dy at ttjjeL rigid tailing. Locations shown for permanent lateral restrain[ of webs aM1all M1ava bracing installed r$C Apply plates to each face of tru sa and toposition as shown abov and theJointDetails. unless noted otherwise. Refer to to ea, 'I Of tr.— sections63, B7 or 610, as notedotherwise. for standard late lions. gaspnoelAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any y f ' • o pg 1 2 I : S O Qr 7C LL 200 PSF TC DL 7.0 PSF BC DL 10:0 PSF BC LL 0.0 PSF REF R761-- 9243 DATE 12/27/17 DRW HCUSR781 17361202 HC- ENG JB/DF SEQN- 15453 ANITWCOMPANY2400 Lake Orange Dr, Suite ISO shipping, drawing, any failure [o builtl.[ha truss in conformance with ANSITPI 1, or for handling. shipping, installation s breeing of tn,saaa. A seal on thls drawing er oo r paps listing this drawing, Indicates sooeptsnoe of pralssslonel engineeft roaponaiblllty solely for the design shown. The suitability and use of thla drawing for any struoturo 1e reepondbility of the Building Designer par ANSI/TPI 1 See-2- l ,.• G t i4TOT. LD. 37:0 PSF b U R. FAC. 1.25 61 SPACING24.0" JREF- 1 W74761 Z06 OrlandoCO, FL 32637 FL A# 0279 For more infpn.,,atipn aaa this job's general notes page and these web sites: ALPINE: w . alpl—itw.com; TPI: www. tpinst.org; WTGA: www.abcintlus[ry.com; ICC: www.i... af-org illiam H. Krick Lic. Number 70 12/29/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t-`J-b3T-/UIV IVCK.'liL.KVC..K UUIVJ I KUL, I I / /r'tUUULCJ I UIN KtJ.-- "' - K-3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by 'LSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2.12 r- 2X4(A1) - 140 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 5-0-0 setback jacks with no webs. Provide 2) 0.131 "x3" nails, toe nailed at Top chord. Provide 2) 0.131 "x3" nails, toe nailed at Bot chord. 1-5-0 7-0-14 Over 3 Supports — > R=220 U=65 W=5.657" j— 1-7-4 R=189 U=85 1-6-112 I R=90 U=0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/5 0 17 , g ' TY:2 FL/ -/'I /-/-/R/- Scale=.5"/Ft. a AN ITW COMP4NY WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGTCIMPORTANT— ' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Rafe, to an oil the latest edition of BCSI (BUilding Component Safely Intormaiidn, by TPI and WTCA) for safety prectic pr to performing these function}. Installers shall provide temporary bracing per BCSI. Unless noted o[he top ch.- shall have properly attached structural sheathing and p,—m chord shall have a properly aUs a rigid—iling. Locations shown for permanent lateral restraint of webs shall have bracing installed per C lcable. Apply plates d each face of truss and position as shown above asectionsDerails. he Joint Oa ails. unless not§d .the wise. Refer to tlrawings 1$OA-Z for standard plate positions. lessnoted Alpine, a division of ITW Building Components Group Inc. shall not be rasp... ibis for any deviafion fro tlrawing, any fa{lurs to build the truss in conformance with ANSIfTPI 1. or for handling, shipping, installed.. . bracing of Tr.sses. I O. $ 1 1 O i S = sy • r' 3'S1 LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF 70T.LD. 37.0 PSF REF R761-- 924 DATE 12/27/1 DRW HCUSR761 17361188 HC-ENG JB/DF SEQN- 14835 24W Lake Orange Dr., Slate 150 A seal on this drawing or cover pegs listing this drawing, Indl—tes sooeptanoe of professional enOlnserinprecponslbllltysolelyforthedesignshown. The suitability and use of this drawing for any structure le u, responsibility of the Building Designer per ANSI/TPI i Sec-2- Itr Q • D U R. FAC. 1.25 SPACING 24.0" JREF- 1 W74761 Zq6Orlando, FL 32937 For more Informati.n see this job's general notes page and these web sites: FL COA #0 278 ALPINE: www.alpineitw.,o TPI:—Apinst.org; WTCA: www. sbci,d—'.cam: ICC: www.iccsafe.org t' illiam H. Krick Lies. Number / 0 61 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1-- ti3l-/UNIVCKJHL.KUUK UUNJ I KUL:1 I / /1-IUULJLtJ I UN KtJ,-- Value Set: 13B (Effe6tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 totol load. Creep increase factor for dead load is 1.50. K-4 140 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 5-6-0 setback jacks with no webs. Provide ( 3 ) 0.131 ",x3" nails, toe nailed at Top chord. Provide ( 2 0.131 "x3" nails, toe nailed at Bot chord. 2.12 21-8-12 R=234 U=106 1-8 4 R=112 U=O 20-4-0 2X4(A1) 1-5-0 7-9-5 Over 3 Supports — R=232 U=66 W=5.657" ttlirppgigry Design Crit: FBC201 '4Res/TPI-2007(STD) N PLT TYP. Wave FT/RT=20% O% /5 0 17 + i ' C TY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft_ WARNINGI•` READ AND FOLLOW ALL NOTES ON THIS DRAWINGI /'+ IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. t TC LL 20.0 PSF REF R761-- 9245 gypp Trusses require extreme cI d' in fabHcating, handling, shipping, installing and bracing_ Rafar to an ell o. QO L the latest edition of SCSI (Bdiltling Component Safety Information, by TPI and WTCA) for safety practic or ; TC DL 7.0 PSF DATE 12/27/1 to performing these Lonction$. Installers shall provide tempera bracing par BCSI. Unless noted oto. top chord shall have properly attached structural sheathing and rGYvodo— chord sM1all have a properly alto a • • 9 rigid ceiling. Locations shown for permanent lateral rest —lot I webs shall have bracing installed per C I • j BC DL 10.0 PSF DRW HCUSR761 173612133 sections De 87 or B1 O, as applicable. Apply plates to aach face of truss and position as shown above e % Q the Joint Details, unless noted otherwise. Refer to drawing, s 4net for standard plate positions. . L,- BC LL 0.0 PSF HC-ENG JB/DF Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any tleviation fro .yam` •A `v drawing, any failure to build, the truss in conformance with ANSI,TPI 1, or for handling, shipping, ' ti . Y• ••`1 AN ITwCOMPgNY installation 8, bracing of tresses. F,S1••••a••• TOT.LD. 37.0 PSF SEQN- 14863 A seal on this drawing or cover page Using this drawing, Indicate. acceptance of professional englnserinp ONAI - eaponalbulty solely for the deelgn shown. Tha suitability and ,..a pf this drawing for any atruetl,re 1. D U R. FAC. 1.25 2400 Lake Om a Dr, Suite 150 reapanslblltty of the Building Designer par ANSIfrPI 1 15-2. Odalldo, FL 32837 For meta information see this job's general notes page and theca web sites: SPACING 24.0" JREF- 1 W74761 Z06 FL COA 40278 ALPINE: www.alpi—itw.com; TPI: www.tpi—t.otg; WTCA: www.sbcindustry.com; ICC: www.lcceafe.org illiam.H. Krick LIC. Number 7061 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. t t-tlb31-/Ur4IvCKJfiL, KIJL.P\ L tJIVJ I KUL. I I / Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by 4LSC 140 mph wind, 21.02 f4 mean hgt, ASCE 7-1 O; CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, wind'TC DL=4.0 psf, wind BIC DL=4.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131"ic3" nails, toe nailed at Top chord. Provide ( 2) 0.131"k3" nails, toe nailed at Bot chord. Special loads Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.=1.25) TC- From 54 plf at -1 .46 to 54 plf at 5.66 BC- From 4 plf at -1 .46 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 pif at 5.66 TC- 15.31 lb Conc. Load at 1.43 TC- 119.87 lb Conc. Load at 4.26 BC- 95.03 lb Conc. Load at 4.26 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2_ I2 +1-4-4 R=213 U=27 1-3- 2 R=142 U=4 + 0-4-0 2X4(A1) 1-5-0 4 5-7-14 Over 3 Supports — R=379 U=51 W=5.657" pp oy4`7 Design Crit: FBC2014Res/TPI-2007(STD) \t";;:,,,.,, k'Q1 a PLT TYP. Wave FT/RT=20% O% /5 0 17 Y fti S•' , 0 TY:1 FL/-/1 /-/-/R/- Scale=.5"/Ft. WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING] IMPORTANT" . FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regu;re raceme .0ra in fabricating, handling, shipping, installing and bracing. Refer t. an .,l the latest edition of SCSI ..d Iding Component Safety Informatitln, by TPI and WTCA) for safety pre.tic pr to performing these fu nction Installers shall provide temporaryy bracing per BCSI. Unless noted othe I— chord shall have properly attached structural sheathing and han.m chord shall have a properly atta e rigid ceiling. Locations shown far permanent lateral restraint Of webs shall have bracing installed per C sections _3, 67 or B1 O, as ppli..bl.. Apply plates to each face of truss and position as shown above a the pint Details, unless noathd .th—i— Refer t. drawings 16OA-Z for standard plate positions. s, o. QS ' S- 1 , S O TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF REF R761-- 9246 DATE 12/27/17 ORW HCUSR761 17361201 HC-ENG JB/DF4L AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fro drawing, any failure - build the truss in conformance with ANSI/TPI 1, Or for handling, shipping, natallati.n & bra.mg of [r„saes. i A ` a\ i_ e.••- t tj SSInTOT.LD. 37.0 PSF SEQN- 14908 2400 Lake Orange Dr., State 150 A seal on this drawing or cover page listing this d-7ing, Indlostse soosptanos of professional engirds o roap... Iblllty solely for the design shown. The sultabllity and use of this drawing for any atructuro la L1 rosPonslblllty Of the Building Designer per ANSI/rPI 1 Sea2. pi y1'1{. t D U R. FAC. 1.25 SPACING 24.0" 61JREF- 1 W74761 Z06 Orlando, FL 32837 rL COA 40278 F. r mare infer-.ti.n sea this j.b's general note$ page and these web sites: ALPINE: www.alpineitw.com: TPI:—Api—t—g; WTCA: www. sbcindustry.,. ICC: www.i....fe.org 1illam H. Krick Lie`. Number / 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k r-woo /U IVIVCKJHL.KIJ I,K l..I..JIVJ I Kut- I I / /f-IU Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 140 mph wind, 20.89 4' mean hgt, ASCE 7-10; CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind'TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Deflection meets L/360 live and L/240 total load. Creep increasL- factor for dead load is 1.50. 2.12 I 2X4(A1) 1-5-0 4 4-2-15 Over 3 Supports R=275 U=39 W=5.656" Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From ' 54 plf at -1 .46 to 54 plf at 4.24 BC- From 4 plf at -1 .46 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 pif at 4.24 TC- 15.31 lb Conc. Load at 1.43 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Provide 2 0.131 "x3" nails, toe nailed at Top chord. Provide 2 0.131"x3" nails, toe nailed at Bot chord. R=89 U=0 R=67 U=0 1-1-4 1-0- 2 0-4-0 Design Crit: FBC2014Res/TPI-2007(STD) ,,p"..:;• f{,y.4 PLT TYP. Wave FT/RT=20% O% /5 0 17 vdls . J 10 :2 FL/ -/'I /-/-/R/- Scale=.5"/Ft. . 4 AN ITW COMPANY 2400 Lake Oranee Dr, Suite 150 WARNINGI` READ AND FOLLOW ALL NOTES ON THIS DRAWING[ : IMPORTANT- 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. nIIETrussesrequireextremeUIdiintobrponenthandling, shipping, iy TPIln, and bracing. Rater Yo 11 Q, 708 the latest edition of BCSI (BU11 Iding Component Safety Information, by TPI and WTCA) for safety pract c pr '. i' to performing these fund,= Installers shall provide tempos bracing per BC51. Unless notatl oth C top chord shall nave properly attached structural sheathing antl ottom chord shall have a properly atta : • rigid calling. Locatlons shown for permanent lateral restraint of webs shall have bracing installed pa C 1 iactions B3, S7 or 1310, as applicable. Apply plates to each fac¢ of truss and position as shown above a o T 0 $ ns Joint De ails, unless no16d otherwise. Rafe, to drawings 16OA-Z for standard plate positions. • wwAlpine, a division of ITW Building Components Group Inc. shali not be responsible for any deviation fro •. h' r drawing, any failure to build th. truss In conformance with ANSITPI 1, or for handling, snipping, inatallatinn s bracing of tr"saaa. `'••...,, ••' G A seal on this dre Arlp or oover pees imirg this drawing, Indicates soosptenos of professional anginserinraaponalbuityaaalyforthednslgnshown. The sultabmty and use of this drawing for any atntertuna In t4 ONA F rasponsibility of the Building Dasignar par ANSITPI 1 S-2" TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF REF R761-- 9247 DATE 12/27/1 DRW HCUSR761 17361206 HC-ENG JB/DF SEQN- 14895 D U R. FAC. 1.25 61S PACING 24.0" JREF- 1 W74761 Z06Orl.d. IT, 32837 FL COA 40278 For more information sea this job-s ganaral no f, page and those wab aitea: ALPINE: www. alpineit-com; TPI: www.tpinst.org; WTCA: www-bcind-try-om; ICC: wwwJ ccsafe.org illiam H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F-yti3l-/ONfvtK2"AL.KVC.:K GUNS I KUU I I { /t-i000L,tJ I UN KtJ x- - U-1 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x3 SP #2 Lumber value set " 13B" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. R=-47 Ruv=43 U=30 3 10-3-60-6-14 10-0-0 _ T_ 2X4(A1) 1 1-4-0 1-0- 1-0-0 Over upports R=202 U=87 W=8" 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 p'sf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) \i''..H: PLT TYP. Wave FT/RT=20°/D 0°/D /5 0 171QTY:3 FL/-/1 /-/-/R/- Scale=.5"/Ft. a AN ITW COMP4NY 24W Lake Olange Dr., Suite 150 WA: RNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme c ara in fabricating, handling, shipping, installing and bracing. Refer to a .11 the latest edition of SCSI (Building Component Safety Informetidn, by TPI and WTCA) for safety practic P to performing these function}. Installers shall provide temporarj1 bracing per SCSI. Uniess noted oth top chord shall have properly attached structural sheathing and pottom chord shall have a properly atta rigid ceiling. Locations shown for permanent lateral restralnt of webs shall have bracing installed pe C ections 63, 67 or 810, as applicable. Apply plates to eacM1 face of [ruse antl position as shown above a 'd the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group inc. shall not be responsible for any deviation fro drawing, any failure to build. the truss in conformance with ANSITPI 1, or for handling, shipping, Installation & braoing oftra'saea. A ssel on this drawing or oo"r pegs listing this dewing, Inellestes sooeptenes of professlonsl engineerinp responsibility solely far the design shown. The sultebility and use of this drawing for any atn,at.— is responsibility of the Building Designer Por ANSITPt 1 See.2_ a p ` 0. 08 1 2 I S 1 g T v y aAj .. Hit' •..,,,..•'' S.o NONA1. Ei MlgiltgtTC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R761-- 924$ DATE 12/27/17 DRW HCUSR761 17361243 HC- ENG JB/DF SEQN- 15015 DU R. FAC. 1.25 PACING 24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 FL COA#0278 For mere inforr:,atien see this job's general note page and these web sites: ALPINE: www.alpineitw.com; TPI: w tpinst.org; WTCA: www. sbdod,stry.com; 1CC: www.lccsale.org illiam H. Krick Lie. Number 70.61S THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL.R0CK CONSTRUCTI { /HUUDLEs1 ON RES -- , -- - C-z Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"i(3" nails, toe nailed at Bot chord. 3 R=55 U=14 R=46 U=0 2', 4(( 1) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 10-9-6 1-0- 4 10-0-0 LEE 1-4-0 a B-j 3-0-0 221 U=64 W=8" RL=27tsientfgyhr Design Crit: FBC2014Res/TPI-2007(STD) P"•.;i; Cig ry.¢ PLT TYP. Wave FT/RT=20°/g 0% /5 0 17} 7 QTY:3 FL/-/1 /-/-/R/- Scale=.5"/Ft. IMPORTANT" RURNIISSSH THISREADDRAWING TO°ALL CONTTRAALL $ ON CTTORSINCLUDINGIS LUDRAWING INSTALLERS. { ,• rt p ' S TC LL 20.0 PSF REF R761-- 9241 9 Trusses require extreme care in fabricating, handling, shipping, installing antl bracing. Refer to II O. oO ' TC DL 7.0 PSF DATE 12/27/ 1 7 the latesteditionofBCSI (Bdild ing Component Safety mformatidn, by TPI and WTCA) for safety practic p ' i to pe Aorming these function. Installers shall provide temporary bracing per BCSI. Unless noted oth tap chord shall have properly attached structural sheathing and bottom chord shall have a properly atta rigid ceiling. Locations shown for permanent lateral restraint pf webs shall have bracing installed pe C I - BC DL 10,0 PSF DRW HCUSR761 17361242 r sections ID 11 or B'10, as t&d Ither. Apply plates to each facg of truss and position as shown above a I ram\ I I the Joln[ Details, unless noted otherwise. Refer to drawings 4 of tr for standard plate positions. Z O Q u \\ Ift Alpine, a division of ITW Building Components Group Inc. shalj not be responsible for any deviation fro • , BC LL 0.0 PSF HC-ENG JB/DF drawing, any failure [o build. the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Inatallatipn & bracing of tr,.SS... F' •' •....,:•-' G, TOT.LD. 37,0 PSF SEQN- 15018 A Seel on this drawing or cover pace listing this drawing, Indlostas aocaptanoe of profssslonal en0lnee 1. {{{(((tt O t rasponalbllity solely for the design shown. The suitability and use of this drawing for any etructurn Ia th Y A1 2400 Lake Ownge Dr., Suite 150 reaponamnity of the Building Designer per ANSVTPi f seo.z. abet D U R. FAC. 1.25 Orlando, FL 32937 For more information sea this job's general notate page and thane web Sites: ,i f SPACING 24.0" - JREF- 1 W74761 ZQ6 FL COA# 0278 ALPINE: www.alpineitw.com; TPI: w—Apin-org; WTCA: www.sbdndusm ,. m; ICC: www.Iccsafe.org (lllam H. Krick Lic. Number 70 61 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL RUCK GUNS I RUG I I { /NUUULt5I UN I-<Uti , " - G-3 ) Value Set: 13B (Effe6tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131 "k3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "x3" nails, toe nailed at Bot chord. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 p'sf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=111 U=29 R=85 U=0 1 1-4-0 5-0-0 5-0-0 Over 3 Supports R=286 U=65 W=8" RL=36pyMestlrnuafj" f Design Crit: FBC2014Res/TPI-2007(STD) P;:.H; k f%44PLTTYP. Wave FT/RT=20°/D 0°/D /5(0) 17' Sj QTY:3 FL/-/1 /-/-/R/- Scale=•5"/Ft. wARNwGr READ AND FOLLOW ALL NOTES ON THIS DRAWING) TC LL 20.0 PSF REF R761-- 9250IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . Ar1 p Y Trusses require extreme c ra in fabricating, handling, shipping, installing and bracing. Refer to an Oil 0. Oi3 ' TC DL 7.0 PSF DATE 12/27/17thelatesteditionofBCSI ( 'n"' ng Component Safety Informatidn, by TPI and WTCA) for safely practic or • '— to performing these fu nctionu. Installers shall provide tempora bracing per BCSI. Unless notetl o[h Y top chord shall have properly attached structural sheathing an ottom chord shall have a properly atta BC DL 10.0 PSF DRWP + _ HCUSR76117361240rigidtelling. Locations shown for permanent lateral restraint of webs shall have bracing Installed pe C 1 sections B3, 87 or 810, as applicable. Apply plates to each fac4 of truss and position as shown above a 'o T 0 the Joint Details, unless noted otherwise. Refer to drawings 1 OA-Z for stand,rd plate positions. A BC LL 0.0 PSF HC-ENG JB/DF4Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fro wigl • drawing. any failure to build the truss in conformance with ANSITTPi 1, or for handling, shippin nsg, F ANITWCOMPANYitallation& bracing of trusses. ••°:4e,••f TOT.LD. 37.0 PSF SEQN- 15021 A : sal on this drawing or cover paps listing this drawing• Indloates a sptanos of professional anginesnn rosponalblllty solely For the design shown. Tha suitability and — of this drawing for any a..,tt,ro i. eR1 i1j . DU R. FAC. 1.25 2400 Lake Orange DI'., SnIte 150 responsibility of the Building Designer par ANSIITPI 7 Saa.2. Orlando, F1, 32837 For mere information see this job's general note$ page and these web sites: PACING 24.0" JREF- 1 W74761 Z06 FL COA rig 278 ALPINE: www. alpi—itw.com; TPI: www.tpi—t.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org illjam H. Krick L1c. Number /6 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU113MITTED BY TRUSS MFR. F9631-/UNIVER6AL KUGK GUNS 1 KUG 1 I (/YIUUULEC51 UN Kt5 -- Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x3 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 3 2X4(A1) L< 1-4-0 >j IL-4 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=47 Rw=43 U=30 F-1---o-0-7 Over upports R=202 U=87 W=8" 10-3-60-6-14 10-0-0 PLT TYP. Wave Design Crit: FBC201 , Res/TPI-2007(STD) FT/RT=20% 0°/D /5 0 17 1 QTY:3 FL/-/1 /-/-/R/- Scale=.5"/Ft. Q AN ITW CCMPgNY 2400 Lake Orange Dr., Suite 150 WARNINGI* READ AND FOLLOW ALL NOTES ON THIS DRAWING] i IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •• • Trusses require extreme cora in fabricating, handling, shipping, installing and bracing. Refer to a t011 the latest edition of SCSI (R.Ilding Component Safety Informatidn, by TPI and WTCA) for safety prod ea pr 0, pg 1 to performing these function. Installers shall provide to mpora bracing per BCSI. Unless noted or Is '^ tap chord shall have properly attached structural sheathing and_onom chord shall have a properly a d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed p p c 1 sections 63, B7 or nl O, n ppl icable. Apply plates cl each , 11 Of truss and position as shown ns- nd'p SAT OtheJointDetails, unless noted otherwise. Refer to drawings 150A-Z for standard plate positions. ineAlp, a division of ITW Building Components Group Inc. shall not be responsible for any deviation 1 m • drawing, any failure to build the truss m conformance with ANSI/TPI 1, or for handling, shipping, • f+- installation & bracing of tr„s. . % I P. r++•• A asal on this dravAnp r r cover P.Ilato nnp this drawing, Indlostss iii—ptar— P1 p-faa.lon.I s gin rimponelbllltysolelyforthedesignsh . The .ultablllty and use of this drawing for any .trtlptUra 1. th "AINALresponsibilityoftheBuildingDesignerparANSI/ PI 1 Sac.2. TC LL TC DL BC DL BC LL TOT.LD. 20:0 PSF 7.0 PSF 10:0 PSF 0.0 PSF 37:0 PSF REF R7617- 9251 DATE 12/27/17 DRW HCUSR761 17361246 HC-ENG JB/DF SEQN- 15049 D U R. FAC. 1.25 61. SPACING 24.0" JREF- 1 W74761 Z06Orlando, FL 32837 FL COA 90278 Far more information sae this job's general note. page and these web sites: ALPINE: www.alpineitw.com; TPI:—tpWbcom l—i—g; TGA: w".scindustry.; ICC:--.I.... fe.org illlam H. Kick. L1G`, yVurnber /0 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL ROCK CONSTRUCTI ( /HUUULES I ON RES.-- , " - Gb ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "136" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed 'at Bot chord. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3 10-9-6 R=55 U=14 1-0- 4 10-0-0 R=46 U=0 2; 4( 1) LEE 1-4-0 >j 3-0-0 R=221 U=64 W=8" RL=27 Oesign Crit: FBC2014Res/TPI-2007(STD) @ H. PLT TYP. Wave FT/RT=20% O% /5 0 17 1 ' QTY:3 FL/-/1 /-/-/R/- Scale=.5"/Ft. WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING] • 'x REF R761=- 9252 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •• •Y TC LL 20:0 PSF Tru ssas require exirema care in fabricating, handling, shipping, installing and bracing. Refer to a full ( _ he latest etlition of BCSt T"I dmg Gomponent Safety InTormatidn, by TPI and WTCA) for safety prect os li Q. UB i - TC DL 7-0 PSF DATE 12/27/17 to pertorming these Tunctionv. Installers shall provide tamporar bracing per BCSI. Unless no[etl o[ rwls z top chord shall have properly attached structural sheathing and _ottom cnord shall have a properly atttCCCjjj d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed 1 • BC DL 10:0 PSF DRW HCUSR761 17361245 sections 63, B7 — B'10, — applicable. Apply Plates to each face of truss and position as shown abov d'o r AT t pIIILIr-' tna Joint Details, unless not d otherwise. Refer to drawings 1 OA-Z for standard plate positions. • ' BC LL 0. PSF HC-ENG JB/DF Alpine, a division of ITW Building Components Group lnc. shall not be responsible for any deviation f A drawing, any failure to build the truss In conformance with ANSITPI 1. or for handling, shipping, • P- f AN ITW COMPANY Inatatlation g bracing of tr„s>;aa. yti 1 . TOT.LD. 37:0 PSF SEQN- 1552 A aesl on this drawingoraoverage Iletotng this drawing, Indicates soosptanoe pf professional snginserim n••••• rasponslblllty solely for the rdesign sh . The suitability and use of this drawing for any structure la th SS QNA4 . D U R. FAC. 1:25 24W Lake Orange Dr, SWIG 150 responsibility of the Building Designer par ANSIlTPI 1 Sac-2- OrImb,FL 32837 For more information see this job's genaral note page and these web altaa: SPACING 24.0" JREF- 1 W74761 Z06 FL COA 40278 ALPINE: www.alpineitw.com; TEL —.tpinst.org; WTCA: wwW.sbcindus[ry.com; 1CC: W—W.iccsefe.org illiam H. Krick Lic. Number 70 61 — 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL.ROCK CONSTRUCTI ( /HUDDLLS I ON RL,':5 , - C-6 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set " 13B" uses design values approved 1/30/2013 byALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131"k3" nails, toe nailed at Top chord_ Provide ( 2) 0.131"k3" nails, toe nailed at Bot chord. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=111 U=29 R=85 U=0 LEE 1-4-0 Ilj 5-0-0 Overver 33 Supports R=286 U=65 W=8" RL=36 tngwgNt"f Oesign Crit: FBC2014Res/TPI-2007(STD) p, H. y'", PLT TYP. Wave FT/RT=20%(0% /5 0 17 1• k QTY:3 FL/-/1 /-/-/R/- Scale=.6'/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI e •. '4 REF R761IMPORTANT-- - FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 1 Or a TC LL 200 PSF - 9253 Trusses require extreme c r in fabricating, hantll ing, shipping, installing and bracing. Refer to a f.11 D the latest edition of BCSI (BIding Component Safety Information, by and WTCA) for safety pract as tJ Q, 7Q$ i TC DL 7.0 PSF DATE 12/27/17 to performing these function. Installers shall provide temporariy bracing per BCSI. Unless noted It 1s top chard shall have properly attached structural sheathing and pottom chord shall have a properly a d rigid tailing_ Locations shown for permanent lateral restralnt of webs shall have bracing installed p n c 1 R _ BC DL MO PSF DRW HCUSR761 17361244 sections 0 11 or .1.. n applicable. Apply plates to each face of truss and position as shown abov no T Q the Joln[ Details, unless noted otherwise. Refer to drawings tSOA-Z for standard plate positions. .S 1 O • Q! & BC LL 0.0 PSF HC-ENG JB/DFAlpine, a division of ITW Building Components Group Inc- sh.li or be responsible for any deviation f A drawl ng, any failure to build.the truss in conformance with ANSI/TPI 1, or for handling, shipping, m ` e` J AN ITW COMP. NY installation & bracin of trusses. 1 r. TOT.LD. 37:0 PSF SEQN- 15055 A seal on this d—Ang or Dover Page listing this drawing Indlastes soosptanee of profasslonsl sngins6Hn ~•.....a.••. rosponalblllty solely for the dealgn shown. The suitability and use of this drawing for any strut.ro Is t F`SS QNAL b U R. FAC. 1.25 2400 Lake 013nee Df., Suite 150 rosPonslblllty of the Building Designer par ANSIlfPI 7 Sec.2. Orlando, FL 32837 For more inforr.,,ad.n see this job's general not.$ page and thaae web aIt.a: PACING 24.0" JREF- 1 W74761 Z06 FL COA#0278 ALPINE: www.alpinei[w.Gom; TPL--pins—rg; WTCA: www.sbclndustry.com; ICC: ww safe..19 illiam H. Krick Lic. Number 70 61S — 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1-`.i631-/UNIVtKSAL.KUUK UUNJ 1 KUL; I I / /I-iUUULtJ I UN KtS,-- - G-/ ) Value Set: 13B (Effe tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x3 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. R=8 Rw=32 U=19 3 F__ 0-7-6 0-6-14 2X4(A1) L::1-0-m1 1-0-0 ver upports R=ii51 U=76 W=4" 140 mph wind, 20.65 ft mean hgt, ASCE 7=10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20% O% /5 0 17 1 QTY:8 FL/-/l /-/-/R/- Scale=.5"/Ft_ wARNwcr` READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e = TIC LL MO PSF 9254REFR761, DATE 12/27/17 a ^ u AN ITW COMPANY 24W Lake OI'anee Dr., Suite 15t) Trussas require extreme care in fabricating, handling, shipping, installing and bracing. Refer to a loll the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) far safety prat es p 0.7108 1 _ to performing these function}. Installers shall provide temporar bracing per BCSI. Unless noted at la top chard shall have properly attached structural sheathing and =- chord shall have a properly a d rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed p rVC 1 • n applicable. Apply plates to each face of trues and lord pl as shown ns. nd-aactions63, 62 or ,lesstheJoin( Details, unless noted otherwise. Refer to drawings 16of t, for standard plate positions. S T Q Alpine, a tlivisicn of ITW Building Components Group Inc. shall not be responsible for any deviation f m Adrawing, any failure to build truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of t—ssea. wa 1 ,•' tl A soot on this dnwlnpp Dover (page Ilating thls dnwing. Indicates acceptance of profa—lonal enginesrin •a •e•••• roaMaibility aolely for the design Shown_ The Suitability and use of thin drawing for any structuro Ie th S/Q ALesponslbilitypftheBuildingDesignerperANSIrrPI1Sec_2. TC DL BC DL BC LL TOT.LD. 7.0 PSF MO PSF 0.0 PSF 37i0 PSF DRW HCUSR761 17361177 HC-ENG JB/DF SEQN- 1019 D U R. FAC. 1.25 61SPACING 24.0" JREF- 1 W74761 ZO6Orlando, FL 32837 COFL A#0278 Far mare Information sea this job's gone rat -tap page and theses web sites: ALPINE: www.alpinei[w.c_om: TPL w—Apir.1—g; WTCA: w bdrel—try—rr; ICC: www.ic safe.0, illiam H. Krick. Lic. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. r Jb3"I-fUN1vCK5AL.KVGK UUN5I KUU I I ! /HUUULtS I UN Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord_ 140 mph wind, 20.90 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3 21-1-6 R=60 U=22 1-0- 4 R=48 U=2 0-4-0 2X4(A1) 1-0-0 j R= 92 U=67 W=41' RL=30 tRgppl&h"' Design Crit: FBC2014Res/TPI-2007(STD) ih H. yGz2TY:6PLTTYP. Wave FT/R7=20% 0°/D /5 0 17 f / FL/-/1/-/-/R/- Scale=.5"/Ft• woRNwGI READ AND FOLLOW ALL NOTES ON THISDRAWINGI TC LL 20:0 PSF REF R761=- 9255IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru seas require extreme cpre in fabricating, handling, shipping, installing and bracing. Refer to a foil the latest edition of SCSI (Bdiltling Component Safety Information, by TPI and W1 for safety precti a or r o. 08 - TC DL 7.b PSF DATE 12/27/17 to performing these function!:. Installers shall provide tempos bracing per SCSI. Vnless noted oth 1• top chord shall have attached structural sheathing antl o[tom have att DRW HCUSR761 17361176properly, cM1ortl shall a properly rigid ceiling_ Locations shown for permanent lateral restrain[ of webs shall have bracing installed p BC DL 10:0 PSF sections De ail or lee as applicable. Apply plates t.d each face of truss and position as shown above nd otheJointDetails, unless otherwise. Rater to drawings for standardIbl plate positions. T O r 1 t. S BC LL O.b PSF HC-ENG JB/DFBot6d,IldAlpine, a tliyl Sion of ITW Butiding Components Group Inc. shall not be responsible for any deviation Rlinet tlrewing, any failure to builtlthe truss in conformance with ANSI/TPI t, or for handling, shipping, g, Sa fi i SEQN- 14§22ANITWCOMP4NYInstallation & bracing pf tr ssea. e a.... 1 • TOT.LD. 37:0 PSF A seal on this drawing or oo"r page listing this drewing, lndloates aooepten— o1 prof s..IonsI englnseMn reaponelbillty solely To the design shown. The aultablllty and use of this erawing for any atrl,mt,re le i, s IS D U R. FAC. 1.25responsibilitytheBulldingOselgnerASlfrPI113ac-2. NA162400LakeCtggDI'., SILLie 150 of per Orlaiidq FL 32837 FL COA#U 278 Form re information sae this;ob•s general notes page and these web sites: ALPINE: www.alpinei[w.com; TPI: www. tpl—l—g; WTCA: www.sbcintlus[ry.com: ICC: —.I ccsafe.org illlam H. Krickick L)C.. Number 70 61 SPACING 24.0" JREF- 1 W74761 Z06 12/29/2017 THIR DWG PREPARFD FROM COMPLITFR INPI IT (I nADR A nIMFNRIONSI RIIiiMITTFD RV TRUSS MFR F96314UNIVERSAL ROCK CONSTRUCTI { /HUDDLESTON RES -- , " - C-9 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13b" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord_ Provide ( 2) 0.131 "x3" nails, toe nailed at Bot chord. 3 F__ 2X4(A1) 140 mph wind, 21.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=113 U=44 R=86 U=4 5-0-0 Over 3 Supports R=261 U=76 W=4" RL=44 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20%(O%)/5 0 17 ii H t 4',pTY:3 FL/ -/'I /-/-/R/- Scale=.5"/Ft. WARNINGI" -READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— - FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 ° fj ; TLL M.0 PSF R761 _— 9256 AN ITW COMPgNY 2400 Lake 0—ge Dr., SWle 150 Trusses require extreme c ra in fabricating, handling, Shipp..TICREF installing and bracing. Refer to a foil the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) Tor safety pmcti a pr to performing these function. Installers shall provide tempos bracing per B T. Unless noted oth 1• tap chord shah have properly, attached structural sheathing and_ —chord shall nave a properly ah rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed p sections 63, By or B'I O, as applicable. Apply plates t.d eachface of truss and position as sM10 ti above ntl O the Jointdiva.-, unless noted otherwise. Refer to drawings 14 0 for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fr drawing, any failure to buildthe truss in conformance with AN61/TPI t, or for hantlling, snipping, installahnn 8 bracing of tosses. A asal on this drawing or cover Pane Ilating this drawing, Indloates acceptance of Professional on In t raaponalblllty solely forthedaalgshown. Tha suitability and use of this drawing for any structure Is th responsibility of the Building Design— par ANSITPI t Sac_2. r CO). i t C c T { ° S + C! / + ' SaA I- 1 c.''a. 1 a U Ar.Ap TICDL BC DL BC LL TOT. LD. 7. 0 PSF 10:0 PSF 0.0 PSF 37:O PSF DATE 12/27/ 17 DRW HCUSR761 17361175 HC-ENG JB/ DF SEQN- 1041 DUR. FAC. 1; 25 Orlaado,FL 32837 FL COA#0278 Por more Information see this job's general notes page and thane web sites www. a ALPINE: 1pineitw.cn,; TPI: w tpi—L—g; WTCA:,,WW.-bci dtl y.c m; ICC: www. safe.org illiam H. Kock Lic. Number 70 61 SPACING 24.0" JREF- 1 W74761 Z06 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU4MITTED BY TRUSS MFR. rUb31-/UNIVtKSAL.KUGK GUNS I KUG I I / /HUUULt5I UN HE5 -- , " - C.-10 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x3 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. R=8 Rw=32 U=19 3 V0-7-60-6-14 4-0 2X4(A1) L<1-0-0J 1-0-0 Fv6r 4upports R=J51 U=76 W=41' 140 mph wind, 20.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0% /5 0) 17 "4 / 4-, QTY.8 FL/-/l /-/-/R/- Scale=.5"/Ft. Q P AN ITWCOMP. NY 2400 Lake 01'ange Dl'., Suite 150 N—'rU .. WARNING]** RFIDDANDWINGTO L C NOTES°NTHINCLUDINGIIMPORTANT" A FURNISH THIS DRAWING LL ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to a ,All the latest edition of BCSI (Building Component anSafetyInformation, by TPI d VVTCA) for safety precti a Pr to performing these func[ion6. Installers shall provide temporary bracing per BCSI. Unless note tl oth Is chord sroperly attached structural sheathing and hot[om cM1ord snail have a properly atttophallhavep rigid ceiling- Locations shown for pen anent lateral restraint of webs shall nave bracing installed p sections B3, it or M O, as applicable. Apply plates d each face of truss and position as shown above nd OtheJointDetails, unless . Pr, otherwise. Refer to drawings . f Ir for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation Pr drawing, any failure to build. the truss in conformance with ANSI/ PI t, or for handling, shipping, inatallatten & bracing pf tresses. A seal on this d—IrI over s Ilstln thls d-1. Inducetes coos tance of rofesslonal en lneednrosponsibllltysolelforthedewlnsbi P P g y gn shown. The suitability end use of this drawing for any structure la rosponsibiiity of the Building Oeelgner per ANSITPI 1 Sac2. z o g ' Li` S 0 7 V G'! S,NAL TC LL 20.0 PSF TC DL 7.p PSF BC DL 10:0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF REF R761=- 9257 DATE 12/27/17 DRW HCUSR761 17361174 HC-ENG JB/DF SEQN- 14825 DUR.FAC. 1.25 61SPACING 24.0" JREF- 1 W74761 Z06 Orlando, FL 32837 FL COA#0278 For more Information see this job's general notep page and these web sites: P" ALPINE: www.alpineitw.com; TPI: www.tpinstorg; VVTCA: www.sbcintlus[ry.com; [CC: —. safe.org illiam H. Krick Lic. Number 70 12129/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. r `Jb3T-/UNI VLKSHL.K(GK GCJNS I KUG I I /, /HUUULLb 1 ON KES .-- -- - C-11 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131 "k3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"i(3" nails, toe nailed iat Bot chord. 140 mph wind, 20.90 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3 F__ 21-1-6 R=60 U=22 1-0- 4 R=48 U=2 0-4-0 2x4(Al) Lc: 1-0-0tJ R=192 U=67 W=4" RL=30 emrntggfk Design Crit: FBC2014Res/TPI-2007(STD) H. i PLT TYP. Wave FT/RT=20% O% /5 0 17 •1 / NQTY:5 FL/-/1 /-/-/R/- Scale=.5"/Ft_ WA:RNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING e• REF R761-- 9258IMPORTANT— 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •• •+ TC LL 20:0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to a fell W the latest adition of SCSI (Building Component Safaty In,ormatitin, by TPI antl WTGA) for safety pr.cg flip r o. 8 1 TC DL 7.0 PSF DATE 12/27/17 o peAorming these functlon. Installers shall provide tempera bracing per ---I. Unless noted of Is ?' top chortl shall have properly attached structural sheathing a tl ottpm chord shall have a properly aft rigid ceiling. Locations shown for permanent lateral restraint webs shall have bracing installed p EM • BC DL 10:0 PSF DRW HCUSR761 17361173 sections 63. 67 or nies n applicable. Apply plates d each face of truss and chard n as shown above nd o C OtheJoin[ Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. S BC LL 0.0 PSF HC-ENG JB/DFAlpine, a division of ITW Building Component. Greup Inc. shall not be responsible for any d—i-ion fr •S w drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, /• ^-/ • AN ITW COMPANY instagation 8 bracing oftr...... ^ ` i .• G• TOT.LD. 37:0 PSF SEQN- 14¢28 A.sal on this dnwlnp or oo6ar psoe listing thla drawing. Indloatsa sooaptanos of pmfeaslonal engln", is Ss r++n+•• rosponsibitity solely for the design shown. The suitabllity antl use of this drawing for any structure Is 1n t J` 2400 Lake Orurige Dr., Suite 150 roaponalbllity of the Building Designer per ANSIrrPl 1 Seel. At- D U R. FAC. 1.25 Orlal[do, FL 32837 For more Information sea this job's general notes page and tha.e web .ites: IS 24.0" JREF- 1 W74761 Z06FLCOA #0 278 ALPINE: www.alpineltw.com: TPI: www.tpinsLorO: WTCA: ww-sbcind—try.com: ICC: www.i—safe.org ilium H. Krick Lic. Number 70 61 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F9631-/UNIVERSAL.ROCK CONSTRUCTI /HUDDLESTON RES =- , - C-12 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131 "ic3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131 "X3" nails, toe nailed at Bot chord. 3 1 2X4(A1) = 140 mph wind, 21.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4,0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=113 U=44 R=86 U=4 1-7-6 1-6- 4 0-4-0 1'1-0-0:j 5-0-0 Over 3 Supports R=261 U=76 W=4" RL=44 PLT TYP. Wave Pesign Crit: FBC2014Res/TPI-2007(STD) FT/RT=20% O% /5 0 17 µNµp. H. 4¢:QTY:2 FL/-/1 /-/-/R/- Scale=.5"/Ft. 1 IIILIr—' 1 AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ • •; IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • Y ' Trusses require extreme cjare in fabricating, handling, shipping, installing and bracing. Rafar [o a fall W the latest edit". of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practl a pr r o. 8 -1 atoperformingthesefunction. Installers shall prow"e tempera bracing Per DES'. Unless noted of rwla top chord sM1all ha— properly attached structural sheathing and otlom chord shall have a properly att rigid ceiling. Locations shown for Permanent lateral restraint of waba shall have bracing installed p sections B3, 67 or 61 D, as applicable. Apply plates d each face of truss and position as shown above no o s the Joint Details, unless noted otherwise. Refer to drawings 'IgOA-Z for standard plate positions. S T O Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fr sss w drawing, any failu— to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. ~~ i • A eeel an this drewlnp or a—; r page listing this drawing, Indicates sooeptence of professional enpineerin ...t'.••• esponelbllity eolaly for the design shown. The suitability and use of this drawing for any aweturo Is tsis`/OR' Jul E, responsibility of the Building Daelgnar par ANSI/TPI t Sec-2. NI'14 5_01' TC LL TC DL BC DL BC ILL TOT.LD. 20:0 PSF 7.0 PSF 1 O:O PSF 0.0 PSF 37:0 PSF REF R761-- 9259 DATE 12/27/17 DRW HCUSR761 17361172 HC-ENG JB/DF SEQN- 1038 DU R. FAC. 1,25 61S PACING 24.0" JREF- 1 W74761 Z06Orlando, FL 32837 FL COA #0278 For more Informati— sae this job's general notes page and these web site.: ALPINE: www.alpineitw.com; TEL w tpinst.org; WTCA: w, w.sbcindustry.com; ICC: www.i....fe.org illiam H. Krick Lie. Number 70 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. f-t1b31 -1UINI VtKJliL Mk_)iL.K I KUL, I I( /rlUULJLCJ I VAN hCtJ Value Set: 13B (Effe'tive 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "138" uses design values approved 1/30/2013 by ALSO Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"k3" nails, toe nailed'at Bot chord. L..- -Ili 140 mph wind, 21.03 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3 21-1-6 R=67 U=25 1-0- 4 R=50 U=5 0-4-0 I'[-- 2X4(A1) f<SUPPOFMI R=117 U=25 W=4" RL=22 ttmtt lgµp Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=20% O% /5 0 17 / 4 zQTY:1 FL/-/1 /-/-/.R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20:O PSFIMPORTANT- 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •• . REF R761-- 9260 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Rafar to a fall W qS the latest edition oT BGSI (BUilding Component Safety Informatien, by TPI and WTCA) for safety prsctl b p o. 8 1 - TC DL 7. p PSF DATE 12/27/17 to performing these function. Installers shall provide temporary bracing per BCSI. Unless noted of rwlb x top chord shall have properly attached s"uclural sheathing and bottom chord shall have a properly att BC DL 10:0 PSF DRW HCUSR761 17361208rigidceiling. Locations shown for permanent lateral restrain[ of webs shell have bracing install ad p sections 83, 87 or B1 O. es applicable. Apply plates to each face of truss and position as shown above nd o O b - a the Joint Details, unless notAd otherwise. Rafar to drawings 1SOA-2 for standard pule positions. BC LL O.D PSF HC-ENG JB/DFAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation 1r ebb / drawing, any failure to build, the truss in conformance with AN61/TPI 1, or for handling, shipping, b I' b AN ITW COMPANY installation g bracing oftrasses. ' TOT.LD. 37:0 PSF SEQN- 14898 A seal on this drswlnp or coLer pegs listing this drawing, Indicates soceptence of professional origin** s(~Yb ab'a ,• responslbility solely for the design shown. The sultnbillty and use of this drawing for any atruoture le11 DU R. FAC. 1.25 2400 Lake Orange Dr., Suite 150 responsibillty of the Building Designer par ANSITPI 1 -1-2. t V F1 Orlendn, FL 32837 For more Ioferr.,,atien see this job's general notes, Fags and these web sites: PACING 24.0" JREF- 1 W74761 Z06FLCOA #0278 ALPINE:—.1pinel—pro; TPI;—.tpinstorg; WTCA: www.sbcindustry.com; ICC:—A.csafe.org illiam H. Krick Lie. Number 70 61S 12/29/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. rybJI-/UIVIVtR5AL.RUGK GUN51 RUG 1 I / /HUUULES I -UN RES -- , "'"' - C-14 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131 "k3" nails, toe nailed at Top chord. Provide ( 2) 0.131"z3" nails, toe nailed at Bot chord. 140 mph wind,,21.28 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. GCpi(+/ )=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3 F__ R=118 U=46 1-7-6 1-6- 4 0-4-0 R=87 U=5 2X4(A1) 5-0-0 Over 3 Supports R=191 U=42 RL=37 lltltlptgyrafry besign Crit: FBC2014Res/TPI-2007(STD) i H. '' 1% sQTY:1PLTTYP. Wave FT/RT=20% O% /5 0 17 FL/-/1 /-/-/R/- Scale=.5"/Ft. WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT' 'FURNISH r - % TC ILL 20;0 PSF REF R761=- 9261THISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS. DATE 12/27/17 Trusses require extreme car in fabricating, handling, shipping, Installing and bracing. Refer . a ton 0. + the latest edition of BCSI (Building Component Safety Informatidn, by TPI and WTGA) for safety proof, O 1 ' TC DL 7.0 PSF o performing these func[ionr;. Installers shall provide lempora bracing per BCSI. Unless noted of 10 top chord shall have properly att,,h,d structural sheathing antl ottom chord shall have a properly atl frigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing inatauae p BC DL 10:0 PSF DRW HCUSR761 17361194 Q IIIJ sections 83, 67 or 810, — applicable. Apply plates to each faci of truss and position as shown above nd a the Joint Details, unless noted otherwise. Refdos er todrawings16OA-Z for standard plot, pitions. e /. S `- BCLL 0.0 PSF HC-ENG JB/DF Alpine, adivisionofITWBuildingComponentsGroupInc. shall not be responsible for any deviation fr drawing, any failure to bulltl the truss in conformance with ANSI/TPI 1, or for handling, shipping, sS w SEQN- 14901 AN ITWCOMPANYinstallation & bracing of trusses. yti` 1 ..G` w..... r.' TOT.LD. 3TO PSF A seal on this drawing or a—Dir page Hating this drawing. Indlastss aooaplanoe of professlonal englnaarin r solely for the design shown. Th, suitability and use of this drawing for any atrupture Ia SS QIN Jt\ 2400 LakeOrangeDr., Suite 150 otponalblltty responslbillty ofth, Building Designer per ANSI? l 1 Sae2. 1Y At. DU R. FAC. 1.25 SPACING 24. 0 JREF- 1 W74761 Z06 Orlando, FL 32837 Por more information see this job's general note page and thee. w,b sites: FL COA# 0278 ALPINE: www.alpinei[w.com; TEL —Apinst-rg; WTCA: www.sbcinduslry.com; ICC: ww safe.org illiam H. Krick Lic. Number 70861 12/29/ 2017 STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK Jr BRIDGING TOGETHER ATTACH SCAB WITH 10d BOX/GUk 2x6 (0,128'x3A") NAILS IN 2 ROWS AT SCAB E' O.C. NOTE; IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS OR AT LEAST ONE TRUSS SPACING EINGBACl/ BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 2) 10J COMMON (0:148'x3.0') OR BOX/GUN *128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB —ON BLOCi', ATTACH STRONGBACK TO BLOCK W/ <3) lOd COMMON (014E'x3A') NAILS OR (4)10d BOX/GUN (012. 8'x3.0') NAILS , I are the preferred attachment methods ATTACH STRONGBACK TO _ WEB W/ (3) lOd COMMON` 0,148'x3')NAILS CR 4) 10d BOY,/GUN C1vl28"x30-) NAILS ;' RESTRAINED AT EACH END, op N STRONGBACK BRIT)'IING SPACING REQUIREMENTS U+ to 10' None required 10' to 20'i1 row (at center of span)_ 2C' ±e 30' 3B' to 40' 2 rows (1 _r _each U3points) 3 rows (I ai Pach 1/4 olntsl Over 40' S,ace rows at i0' oc.points) Alt scab -on blocks shad be a minimum) 2x4 stress graded lur fiber." All strongback bridging and :oro.cirg sho.U. be a minimum 2x6 "stress graded [umber' The purpose of strongback bridging is to develop load sharing between Individual trusses, resulting In an overall increase In the stiffness of the floor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o,c(max) The terns "bridging" and "bracing" are some tirr,es mistakenly used interchangeably, ''Bracing' is an i imoortant structural requVement of any ficor i or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for i each individuol truss component 'Bridging," particulorly 'strongback bridging" is a recommendation for a truss system to help control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or, residual vibration resulting from moving point loads, such as footsteps. The pei-Formance of aH Floor systems are enhar,Iced by t4-ie insteAtation of strongback bridging and thererore is strongty recommended by Alpine, For additional information regarding strongback bridging, refer to BCSI (BuJoing Cor)ponent Safety Information), o ATTACH STRONGBACK TO BCITOM CHORD W11'HI 2) #10 — 3' SClREt"ftkv,% n S TRONGBACK BRIDGING ATTACHMENFI ALTERNATIVES H; lz/ i't A LIP`i AN ITyt CONAPANY 13723RIverportDdve Suite 200 Maryland Heights, M003043 wwWARIIINGIww READ AND FOLLOW ALL NOTES ON THIS RAWINGI IMPORTANT- w FURNISH THIS DRAWING 'TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trussas repute extl'wne• care In fabrleatln I—dlin snl• g, y, PPiny, Installing and pracir,y. Refer to a, f pilaw the [.test editlen of BCSI (Building Component Safety Ihr'ohmaticn, i, IPI and SBCA) For safe p ac Licec prior to perFor ng thwse functions Instotlers shalt providetenporory bracing per BCS Urietnoted .% nerwlsw, t chord that( hove property attocned strut al sheathing — pottom ord shall have property atta hed rigld cwl,ing Locafl s shown for per, - lotern restralnt of shaU havd hracing Installed oe BL'SI Sections E3 E7 ar H10. as oppucoblr. Appty pia tns to each f e Of t US$ a a po3tlon as ShG n above and on the jo t Detalls, unless Dated other wSe, Raror to draw ngs 160,t-Z for standard piate position„ Alpl dlvielnn aF i'W A 10,0 Co,p nts Group Inc sh. t not he r sponslbie For any devlatip.n f this drawing, a"y Foll,.re to bulid the truss In conformance w.tI, ANSI/TPI 1, or For hondtng, shippiny, instatlatien a bracing of trusses, A seal on this drawing or cover page Iisting this drawing, Indicates acceptance of professlonal engineering responslial"y solely For the design shown. The sultablUty and se of this drawing for any structure Is the re5ponslblllty of the BUlldlny Designer per ANSI/TPI I Sect. Far nore Infor—tiai s this job's Der—, notes page and these web sites ALPINE, wwW,plpinelt W.COmJ TPlle wwwtpin tprgi SBLFli www.SbClridu5t^y.Orgl ICC www.iCC Sa.f E.Org el Vie w Y(1d• 8 • _ i a 1 t+ T e r La a 1 © A e,([/ eye`-/ Nei i, l \ tf' Mwuw • S Q , V Y 17 ITC - i- P=,F TC DL I SF nn BCDL PSF r' _ BCLL PSF I- TT, LD PSf Rr4. STRONGBACK DATE iG/Cl/14 DRWG S (RBREBR1.014 _ uJR, FAC, i 013 PACING 12/ 29/2017 Commentary; Deflection and Camber Camber may be built into trusses to compensate L = Spar, of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads, Providing camber has the following advantages) Recommended Truss Deflection Limits Hetps to ensure level ceilings and floors after dead loads are applied, Truss Type L/D Deflection Limits Facilitates drainage to avoid ponding on. flat or Live Load Total Load low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses: Trusses i Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to "sag." Roof Trusses Avoids "dips" in roof ridgelines at the transition from the gable to adjacent clear span trusses. Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L /480 (vertical) 1-/240 (vertical) In accordance with ANSITPI i the Building Designer, through the Construction,, Documents, shalt provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Location, direction, and magnitude of all toads attributable o ponding that may occur due to the design of the roof drainage system, The Building Designer shall also specify Truss Tvoe, Recommended Camber any dead load, live toad, and in-service creep deflection Pitched. Trusses 1.OG x Deflection from Actual Dead Loadcriteriaforflatortow -slope roofs subject to ponding luu0s. Sloping Paroltet 1,5 x Vertical Deflection from The amount of comber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for atiovrabte deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control. vibration, Flat Roof Trusses (0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or hotel ["he actual dead load may be considerably less than codes may exist that require exceeding these the design dead (oad, recommendations, or past experience may warrarlt using ,RFmllgp more stringent limitations. kh, wxWARNINGEU READ AND FOLLOW ALL NOTES ON THIS ]DRAWING) wsIMPORTANTws FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 'FHE INSTALLERS. i ' e- REF DEFLEC/CAMB rDATE 10/01./14Trusesrequireextreme (ere In FsbrlCating, handling, shipping, nstalling and bracingg Refer to an faGow the latest edition of DCSI Qulitling Conooment Safety Information, by TP1 and SBCA) for safe' e y p Sf081S pror Ir.s prior to per€arming tiles- functions, inwtollwre shall provide temporary bracing per 1CSl. Jn!ass noted othe Wlse, too chord shall have properly attached structural sheathing and botton c r e x DRWG DEFLCAMB1014 T j ,=,'V jj ( =i i i.—.J ) Fl,OI, h, Ve a pi OGt.ly attached rigid telling LocotIPns shown ror p—ftntnt lateral restraint of We shall hove brad g nstollad par BCSi sections B3, D7 De DIO, as oppticable. Appiy plates to each fa of truss and position as shown above and on the Joint Details, unless noted otherwise. S a O— J\\ U--' -, Refer to d—rigs 16OA-2 for stendaro plate positions. Alpine, a divislan of ITW Building Car-po—ts Group Inc. shall not be responslbte for any deviation fr A •` D AN ITW COMPANY this drawing, any failure to bulld the truss in conformance with ANSI/TPI 1, or €or handling, shipping, installation a bracing of trusses, I•/ • ty,• tie• ` 13723 Rivarport Dove A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engle-1 , responsibility ltily for the design shown. The Wtabssa this drawing w.w„wWs• V SdA'Ay,,,r_.'j., Suite 200 use oftndof for any structure k res theponsibllty of the Building Resigner per ANSI/TP1 I Sect. i Maryland Heights, MO 63043 For nor' infornotlon see this job's general notes page and these web sites: ALPINE: www.alpineltw.coni TPh www.tpi-t:org; SBCA_ www.sbcindustry.org, IC0 Ww kcsofe.org P 9lC71tl5SLL ..i7 12/ 29/2017 1 ECITY OF SkNFO Permit # # 1 8- 6 7 5 Project Location Address Building and Fire Prevention Division PRODUCT APPROVAL SPECIFICATION FORM RECORD COPY LS4A;tO&D ress Av 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 Plastpro Entry Door FL# 15210.1 Swinging Plastpro French Doors FL# 17347.3 Sectional Clopla 16' Garage Door FL# 15279.4 Sectional Clo la 8' Gara e Door FL# 15279.8 Automatic Other 2. Windows Single Hung Horizontal Slider MI Windows FL# 21638 Casement Double Hung Fixed MI Windows FL# 21639.1 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Amerimax FL# 5896.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Certainteed FL# 5444.1 Underla ments Palisades FL# 5325.1 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 DCSM FL# 11052.1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up 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's Name Please Print) June 2014 Florida Building Code Online Page 1 of 4 iii ti il,jj ram. r BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats &Facts Publications 4 FBC Staff ( BCIS Site Map Links ({Search', Florida r go Pro PctIict APProval User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15210-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440)969-9773 Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext16 ronoconnell@plastpro.com 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 12/31/2018 Validated By Ryan ]. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R6 COI (a) Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 3/19/2018 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a) Equivalency of Standards.odf Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door 1994 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.1.odf 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 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.1.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door I Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.2.idf 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 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.2.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.3.0f 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 15210.3 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.3.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.4 Smooth/Wood Grain/White WoodGrain/Rustic/MahoganySeries O berglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.4.odf 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 15210.4 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.5 e. Smooth/Wood Grain/White Wood 68 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.5.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 3/19/2018 s plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R801.2.1.2.1. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHT' and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of conoov or overhand to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPflON SHEET# DESCRIPTION I Typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Details 8 3-point lock details 3 Horizontal & Vertical Cross sections 2X Buck) 9 3-point lock details 4 Horizontal & Vertical Cross Sections 1X Buck) 10 Buck and frame anchoring 5 Horizontal & Vertical Cross Sections Direct to Masonry) 11 Components 6 Vertical Cross Sections (Thresholds) 12 Bill of materials 37.50" MAX. OVERALL FRAME WIDTH z z 3 z 0 O 6 W x BE) X 0 w O >p S i2 oo 0 Qom? 5: 2 N v v zO UN •• U 0 2z a oE m m o A a`NMt a dz E 76zm m O (L v° c 3`d CONFIGURATION MAX FRAME.:' DESIGN PRESSURE (PSFfI DIMENSfON POSITIVE NEGATIVE:a x 37.5" x 82ff 75.0 75.0 See sheets 2 for hardware design pressure limitations LE: N.T.S. BY: JK BY: LFS WINO NO.: FL-15210.1 fr 1 OF 12 0.4" CAP (PVC) HINGE STILE (LVL) TERIOR TERIOR 1 HORIZONTAL CROSS SECTION 2 35.75' MAX O.A. WIDTH Elm o ° O oCO-, Jv h m 4 O X SEE HARDWARE TABLE SEE HARDWARE TABLE j 40 DOOR PANEL P, oro Fiberglass O 0t!' N 4 •• m ' L yi N x• . M o&;J=ci Nyy z° rcip` r 00 m 1n . V• • GjJ ° vi N > N O roi Z vC U N •; 4 O O v O Z a LATCH STILE (LVL) TOP RAIL v 5 o `D a CAP (PVC) (COMP.) a` N a an d a, m s4 Cd E vz Iq OJ(L0. KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) 75 KNOB:- r SERIES (F51) SCHLAGE r 75 DEADBOLT: SERIES (B60/62) LEVER: FL3B SERIES AMEX 75 DEADBOLT: FD7 SERIES HOPPE MULTIPOINTLOCK: HLS90003-POINT TONGUE 50 ENDURA MULTIPOINT LOCK: TRILENNIUM 3000 (3-PT) 75 See sheets 5 and 6 for multipoint lock details. N 6. • • v' 0 zoar o O 0 INTERIOR EXTERIOR al a FOAM CORE POLYURETHANE- s 1. 9 PCF MIN.) w w rn zoO O FIBERGLASS SKIN a Q 0. 125" MIN. THK.)—\` a a N tea, w BOTTOM RAIL `r COMP.) DATE 02116112 SGLE N.T.S. DING. BY: JK VERTICAL CROSS SECTION CHK BY. LFS 2 DRAWING NO, FL- 15210.1 14 sHFEr , of 12 3 4 5 7 77 a a.yy. TU•: oQaM G' z Z 4 n N = rc',:gyp m_ M] S II11. 1110\\\` Z b m O aN"Z Jn v o t •Z4 n Em zmoa w V p Da a Na mdDL. 3 v v X O 2L 3 l4 O a CZO0 2 0° a 1 44 g 2 J= U 5 5 2 cio z$ rQm x 1 7 7 0 n Z 3 4 ID 4 E 7 B 1 2 3 7oy EMB. (TYP.) 2 1 o m N o = o C 6 6 6 D m oIF o Q 0. 1 s' B m L C'SINK C m TYP.) D 0. 15' C-SINK s p o 0 RYP) E `. " INTERIOR P a m D NN In 7 7 B ww O 40 L is D) Q j Z A16/ 12 58 7 hEXTERIOR meu1- 1/4"MIN. DAT0 LEEXTERIORINTERIORSCALE: N.T.S. EMB.(TYP.) 40 o DWG. JK m 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION D Y.. LFS 3 3 Outswing shown (Inswing similar) 3 Outswing shown (Inswing similar) 3 Outswring shown (Inswing similar) DRAWING NpIGNO.: C FL- 15210.1 0 SN¢ r 3 or 12 w Z a $ pa M 00 gam z<.6, pvt a N •: O 8 E, imati 1a a p o a a mo- o`.m 00 oZo A N A* 3d Gj E E C 4 2 1 C m o_ ZQ KX W.- O> yy v U E 7 7 o a INTERIOR 40 v n c' o G m ACza0. v W 4 m 40 1 7 S o N N ve eo to EXTERIOR J 7 T 2 w w o 27 G A it- 1- 1/4"MIN. 9 40 EXTERIOR INTERIOR o 0 EMB. jTYP.J MIN, w EMB. EMB. (TYP.) a as 7 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION Q Shown w/ I X sub -buck 4 Shown w/ I X sub -buck e4 Shown w/ 1 X sub -buck a Outswing shown (Inswing similar) Outswing shown (Inswing similar) Outswing shown (Inswing similar) n M N Z DATE 02 16 12 SQu N.T.S. DWG. BY: JK ChY. BY: LFS ORAWWO NO.: FL- 15210.1 SHEETT ¢ OF 12 S• Nl cZ m 4'•aQ I d 1! dro 1 m O n Z aaZW oa zmmo v Ug 9 CW m p oa a ,a m C.: e 4c u u oZ E E 2 1 C o C to O v. Z d p 1 2 D p L ON M am ZN E U ODa Ma INTERIOR 40 % c . ° ° o a F a Zv m ev C d O m4 Qp N N EXTERIOR 1 2 Ln oit7ww 11 40 27 M i N 9 EXTERIOR INTERIOR o o 1-1/4-MIN. 1-1/4"MIN. F EMB. (TYP.) EMB. (TYP.) a a oZ 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 31 VERTICAL CROSS SECTION Shown Direct to Masonry Shown Direct to Masonry Shown Direct to Masonry a rn Outswing shown (Insw ng similar) Outswing shown (Inswing similar) Outswing shown (Inswing similar) i O Z UNCO 02 16 12 z SCALE: N.T.S. D DWG. BY: JK M. CW. BY.. LFS 3 DRAWMC NO.: N FL-15210.1 0 SHEET rJ OF 12 N N 0,1:tin C2, C p M It 11 j%% q m Zo V n' a N9 p=a n 4 0 EXTERIOR INTERIOR E w N 8 3d G5 y 8 40 cc aO O Jo= W L 29 f 5 m I m O W z EXTERIOR INTERIOR G EXTERIOR INTERIOR 0 I o Q Q 0 D: F a 40 a a 14 m e30 m 30313233342 VERTICAL CROSS SECTION 8 6 Shown w/ ADA threshold 36 n a 00 37 N N Z 38 w w o N_ p E o0 N 1 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 6 Outswng confirguration 6 Inswing configuration z DATE: 02116112 ? SC4L. N.T.S. D Dwc• BY: JK m cNN. BY. LFS 3 DRAWMD NO.: N FL- 15210.1 0 SMEEr 6 or 12 N 1.51 Z MAX. m 1.25. MIN. P EXTERIOR M INTERIOR 5 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/ 16' jamb M 1-1/4" MIN. EMB. (TYP.) E ° EXTERIOR E 1-1/4"MIN. EMB. (TYP.) 1 HORIZONTAL CROSS SECTION e HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry Shown Direct to Masonry Outswing only w/ 4-9/16" jamb Outswing only w/ 4-9/16' jamb i MAX. m * N n m q' __• d 1.5EMIN. = N': ° MAX. z _ 0 - m p o n m i Z O Z U O 40 0 Q 8 `Oa a 0 qama0.. a4 6 E cc o \j EXTERIOR INTERIOR JTD- K 0 6 VERTICAL CROSS SECTION 7 Shown Direct to Masonry ZooOutswingonlyw/ 6-9/16' jamb orn r aYti m R t 5. a:a NizO = 0 o a w a a LO Tn Z INTERIOR N 40 n r E DGERIO 1- 1/4' MIN. EMB. ( TYP.) 3 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb cmo. In r.l SCAM N.T.S. r4 HORIZONTAL CROSS SECTION JK 7 Shown Direct to Masonry CHK. BY. LFS Outswing only w/ 6-9/16' jamb ow,wwc NO.: FL- 15210.1 sHEEr 7 OF 12 Z •'' o;WJ _ o n y.55 U•. maZo y i omn g . a m Z o O ZU v` u E m m o Lu o^ a Nn 54<m O a maaa V( 0 d oZ 2X BUCK 56 ; `La UWo2aa 1XBUCK G 0 0 0 i DIRECTTO M y 4 MASONRY o o 0 ow } o 2. 17"- z a_ m 'o j 22 HOPPEMUITIPOIMLOCKSE7 2XBUCK $ 8 - o 25 I OH"0003-POlnt"longue" o IX BUCK G 0 a a o DIRECTTO M C MASONRY > ; m mm 1. 7" 2X BUCK 58 o a 1 X BUCK G N N DIRECT TO M 23 'n MASONRY w w o 22o oo w Z 1" T OO ^ w STRIKE JAMB w rn a d oi N^Z DATE: 02116112 O scALE: N.T.S. DWD. BY: JK 23 MULTIPOINTSTRIKEPLATE 25 LATCH AND DEADB017STRIKEPLATE anc. BY: LFS DRAM0 r+o.: Tongue system FL-15210.1 MANUAL RAISED TONGUE GEAR SYSTEM sHEc 8 of 12 Qom. • •,.. ,.'J2. A w N c m ZO M m i 55 IR ° N .. h . v Z x z G• din 5600. a maa Y 0 LL O E w 0 3'O: yJ Of a b UO Cl 0 KN U K w Z O dm O0. U O O rc 6 a a Y Y } U Umm Cn N 0 57 N N 60 W W O O O O EL 0 9 j Q. 2X BUCK 58 h w IXBUCK G z w z DIRECT TO M a MASONRY z DATE 02116112 i N.T.S. ° Owc. BY: JK m ENDURA TRILENNIUM 3000 STRIKE JAMB DETAIL CHX IN. LFS ; 3 P t. Lock DRAMNG NO.: N FL-15210.1 O SHEET _L OF 12 " MASONRY J OPENING 2X BUCK- \ TYP.) D TYP. HEAD JAMBS L cj BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarloints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR MIN MIN CLEARANCE,.MIN.:iCLEARANC5 70 MASONRY..TO ADJACENT I 1 4 1.1/42" 4" 1/4' 1-1/4' 1"4" 3/16- 1.1/4- AS SHOWN 1-1/2' 1. WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8-edge distance, fend distance, & 1"o.c. spacing of wood screws to prevent the sp(tting of wood. 49/I b"JAMB p DIRECT TO MASONRY JAMB (TYP.) SEE SHEET 7) TYP.) SEE HINGE L 2X BUCK to ci o DETAIL (TYP.) G 1X BUCK DIRECT TO D MASONRYTI MASONRY m OPENING TYP. HEAD JAMBS FRAME v U 4-9/16" JAMB M — 2X BUCK 6-9/16'JAMB N DIRECT TO m MASONRY JAMB (TYP.) SEE SHEET 7) ADA SILL ONLY STRIKE JAMB FRAME ANCHORING Masonry construction DIRECT TO DIRECT TO MASONRY M MASONRY 1XBUCK G 1XBUCK 2X BUCK L 2X BUCK2X BUCK 1XBUCKDIRECTTO92X 11 DIRECTTOMASONRY MASONRY1XBUCK BUCK LATCH d DEADBOLT DETAIL HINGE DETAIL Inswing T)IRPCT Tf1 1 A Lpp: JCcin o m zGj gam: o ai n2 ^ 51 n mO Z ON •. J v Z O Z U a OM 0. O i mOVamdo.u. s o acz W 0 3'd z Ir0 o sh VS i w to W m ILW N c O ]cU 0 a ma HINGE JAMB HINGE DETAIL Outswing w n M i N Z 02116112 i LE: N.T.S. Err: JK d BY. LFS 3 KING NO- U FL-15210.1 ET 10 OF 12 C 4.56' 4.6" 4.56" _ Q 2,. gi2= zLLn z rc:p m Eo 2.4,f 2.13' lil sty o n .. z° U N OURWING THRESHOLD 34 E0 WING THRESHOLD D POLY FIBER JAMB \ V o E a z m o 030DLP (OOSR) Columbia High Dam (581 ) Plostpro o o a. i a m a.ae s4 0 V oz 0 4.T' I _ N I UOT OLRSWING THRESHOLD 31 OLRSW N THRESHOLD w ah J z0 32 DLP (QOSHj Columbia (575) 2 WOOD JAMB S m o am u o 0 F 0 a 5.67' 5.63" o"., 2.088" a a h O > m O O N N0.57' N WW O OOlJTSWING THRESHOLD 38 INSWING THRESHOLD T WEATHERSTRIP 8 DOOR BOTTOM SWEEP N 33 Endura (Z-Ser esj Columbia Endura Force 5 5.625' 4.56' w RED rn 4.56" ^ Do n rn N .. Z DATE: 02 16 12 SCAM N.T.S. INSWING THRESHOLD INSWING THRESHOLD 29 ADA THRESHOLD DWG. BY: JK 36 (Z-Se esj 37 DIP(ISCS) DLP cNK. BY: LFS DRAWMG NO.: FL-15210.1 SHEET 11 DF 12 L A a i tY' z l111 Itt\ V v N c?J=cinnz Tim yns o m t` Z Ci m o o r0 z U N •• o v c z° g rm o 3° wafngptIL maa d E 9z CW S d o c ag am U 0o a J W m mm o aa YY> m N O_ z Q F Z Z U U U E2IT a V N W W Foo o j w N ono N DATE 02116 12 i SCni.E N.T.S. ° DWG. BY: X m CHK. By: LFS DRAWING NO, G: FL-15210.1 w 0 BHEEr 12 OF 12 N BILL OF MATERIALS IIFM E DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL K 1 /4" X 2-1/4" ITW CONCRETE SCREW STEEL L 10 X 2-1/7' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1 /4" X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. /VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4'BUTT HINGE STEEL 11 9 X 3/4"PFH WOOD SCREW STEEL 22 3 POINT'TONGUE" MULTIPOINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 10 X 1-1 /7' PFH SCREW STEEL 57 BACKING PLATE STEEL 58 8 X T' PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL Florida Building Code Online Page 1 of 5 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff ( BCIS Site Map Links ( Search j Florida 11 Product Approval 9: USER. Public User LH syxa". Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17347-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext18 scottjohnson@plastproinc.com 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 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17347 R2 COI (a) Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2/NAFS 2002 AAMA/ W D MA/CSA 101/I. S.2/A440 2008 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 ASTM E331 2000 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 3/ 19/2018 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL17347 R2 Equiv (b) Equivalency Of Standards.pdf Method 1 Option D 08/13/2017 09/26/2017 09/29/2017 12/12/2017 FL # Model, Number or Name Description 17347.1 a. Fiberglass Door Non -Impact" Fiberglass Glazed Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.1 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.1.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.2 b. Fiberglass Door Non -Impact" Fiberglass Glazed Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.2.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.2 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.2.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.3 c. Fiberglass Door Non -Impact" Fiberglass Glazed Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.3 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.3.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.4 d. Fiberglass Door Non -Impact" Fiberglass Glazed Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.4 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.4.1)df installation instructions and product particulars. Created by Independent Third Party: Yes 17347.5 e. Fiberglass Door Impact" Fiberglass Glazed Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (bb) Inst 17347.5.Ddf 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 17347.5 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.5.1)df installation instructions and product particulars. Created by Independent Third Party: Yes 17347.E j f. Fiberglass Door http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsRyNwiN WDr... 3 / 19/2018 Florida Building Code Online Page 3 of 5 Impact" Fiberglass Glazed Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 68 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.6.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 17347.6 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.6.1)df installation instructions and product particulars. Created by Independent Third Party: Yes 17347.7 g. Fiberglass Door Impact" Fiberglass Glazed Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.7.Ddf 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 17347.7 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.7.1)df installation instructions and product particulars. Created by Independent Third Party: Yes 17347.8 h. Fiberglass Door Impact" Fiberglass Glazed Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.8.1)df 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 17347.8 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.8.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.917347.9 7 i. Fiberglass Door Non -Impact" Fiberglass Opaque Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.9 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.9.1)df installation instructions and product particulars. Created by Independent Third Party: Yes 17347.10 j. Fiberglass Door Non -Impact" Fiberglass Opaque Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.10.0 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.10 for any additional use FL17347 R2 AE U Eval 17347.10.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17347.11 k. Fiberglass Door Non -Impact" Fiberglass Opaque Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.11 for any additional use FL17347 R2 AE (b) Eval 17347.11.0 limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17347.12 I. Fiberglass Door "Non -Impact" Fiberglass Opaque Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.12 for any additional use FL17347 R2 AE (b) Eval 17347.12.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17347.13 1 m. Fiberglass Door http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 3/ 19/2018 Florida Building Code Online Page 4 of 5 Impact" Fiberglass Opaque Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 68 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.13.Ddf 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 17347.13 for any additional use FL17347 R2 AE (b) Eval 17347.13.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17347.14 n. Fiberglass Door Impact" Fiberglass Opaque Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (c) Inst 17347.14.1)df 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 17347.14 for any additional use FL17347 R2 AE (b) Eval 17347.14.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17347.15 o. Fiberglass Door Impact" Fiberglass Opaque Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.15.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 17347.15 for any additional use FL17347 R2 AE (b) Eval 17347.15.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17347.16 p. Fiberglass Door Impact" Fiberglass Opaque Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.16.0f 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 17347.16 for any additional use FL17347 R2 AE (b) Eval 17347.16.Ddf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17347.17 q. Fiberglass Door Impact" Fiberglass Opaque Door - Single with or without Nominal 14" Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.17.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 17347.17 for any additional use FL17347 R2 AE (b) Eval 17347.17.pdf limitations, installation instructions and product particulars. 1 Created by Independent Third Party: Yes 17347.18 r. Fiberglass Door Impact" Fiberglass Opaque Double Door with or without Nominal 14" Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.18.0f 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 17347.18 for any additional use FL17347 R2 AE (b) Eval 17347.18.1) limitations, installation instructions and product particulars. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 3/ 19/2018 f, plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOORS SINGLES W/ or w/o SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1,2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS DESCRIPTION Typical elevations, design pressurDoor Lite amElevationsPHorizontal cross sections Horizontal & Vertical Cross SeHorizontalVerticalCrossSeHorizontalVerticalCrossSections (Direct to Masonry) Vertical Cross Sections (Thresholds) 10 Horizontal & Vertical Cross Sections (Direct to Masonry 11 Buck anch ng 12 Frame anchoring & hardware details 13 Bill of materials and components a 8 I I5 MAX. OVERALL FRAME WNIH FRRAME WIDTH YI [-FRAME WIDTH I z 10 O X 0 O 0 C P X OX XO MAX DESIGN PRESSURE (PSF)` DESIGN PRESSURE (PSF) CONFIGURATION FRAME JAMB REINFORCEMENT INSWING OUTSWING POSITIVE; NEGATIVE:' POSITIVE NEGATIVE.. DIMENSION:: X 37.5" x 98.0" N/A 47.0 47.0 47.0 47.0 74.75" x 98.0" N/A 40.0 45.0 40.0 40.0 OX/XO 76.25" x 98.0" 2x 45.0 50.0 45.0 45.0 T 12.0" x 98.U' N/A 40.0 45.0 40.0 40.0 OXO 115.0" x 98.9' 2x 45.0 50.0 45.0 45.0 w 0 a.e: N.T.S. I BY. JK BY, LFS WING NO.: FL-17347,3 1 __L or 13 FOAM CORE EXTERIOR INTERIOR STEEL REINFORCEMENT 1.413" X 0.135" I HORIZONTAL CROSS SEC17ON 7 35.75' MAX. PANEL WIDTH 4 P o4) zao_ N O I a } SEE DOOR LOCK HARDWARE TABLE 1 2 Z PLASTPRO DOOR PANEL g40 PLASTPRO SLDELTTE PANEL 37 -{ LATCH STILE (LVL) CAP (PVC) DOOR LOCK HARDWARE TABLE:.: MANUFACNRER KWIKSEL KNOB: SERIES (400) DEADBOLT: SERIES (660) KNOB: CIRRUS 100 C YALE DEADBOM 820 SINGLE CYLINDER EXTERIOR 1 . FOAM CORE d ', POLYURETHANE - 1. 9 PCF MIN.) d.• FIBERGLASS SKIN 10. 075" MIN. THK.) T d BOTTOM RAIL COMP.) LEA a 4T M Z a m z o m o N .. z O. o a oz°? N 6a oaa a m a a m 0 E 0 w o° R zo K( N o J Coo aFs m w aam a m UI a o 0: INTERIOR o 0 21 VERTICAL CROSS SECTION E 10108174 1LE: N.T.S. B. BY. JK B.. LFS WING NO: FL- 17347.3 Er - L of 13 c s 24.13" MAX. FRAME WIDTH 21.13" MAX. D.L.O. WIDTH IF U = w W O Q 0 O x i m 8X 1-1/7'PPHSMS 8 X 1-1 /7' PPH SMS n w 1i- iZj u W O ODL UTE FRAME HP Polypropylene f,E 3.25' nP) ODL LITE FRAME 23.50" MAX. LIGHT FRAME WIDTH DO.SOMAX. 01 D. L.O. WIDTH U O w E 2 W Jt] h Q Q Tn r a RSL LITE FRAME j a 4 rn 6 X 1-3/4" PPH SMS i Z•`` orn 0m17 j n m Vo U N .. O Z m Z U Em m m r0 w nc04-1.44- V M J m a` a m 0: v co E aZ cw O JQ 0 Zoo w`¢ 6 X 1-3/4" PPH SMS 8 X 1-1 /7' PPH SMS GLASS BETE 3/8 6 X 1/4" PP4EXTERIOR 3/ 8"GLASS BITE INTERIOR 1 /7' OVERALL GLASS THK. 1 /2" OVERALL GLASS THK. 1 / 8" TEMPERED GLASS 1 /8" TEMPERED GLASS AIR SPACE AIRSPACE 1/ 8"TEMPERED GLASS 1 / 8" TEMPERED GLASS EXTERIOR ALUMINUM SPACER HOT BUTYL SEALANT (ADCO) READI- SEAL GLAZING COMPOUND CONTINUOUS METAL SPACER Gl GLAZING DETAIL G2 GLAZING DETAIL N. T.S. c. BY.. JK C BY: LFS wwc No.: FL- 17347.3 L7 3 OF 13 t " r• u QZ J m 00 m U 4 6 7 4 7 5 8 4 7 5 8 n e EP o 0Li a 8 10 10 8 10 8 10 8 10 8 10 g dorm m 4 4 4 4 5 5 4 4 5 5 M Q.I 6 7 6 7 6 7 6 7 6 7 E oz iE w Sb U OZO V1 1 N 6 oo 5 zO m 0 1 6 v 3 am W w X X o v 6 a 1 g 3 0 g 8 O 2 7 7 7 a c 10 0 1 8 0 0 8 8 m 0 10 5 10 0 U UIR U) zWWN1231234541235 9 9 9 9 9 9 9 9 9 9 9 9 9 00 F a ELEVATION ELEVATION ELEVATION a a X XO / OX OXO npO m n`r Z F j o i DATE:10 08/14 zZ z o SCALE: N.T.S. owc. BY; JK m cnK. er: LFS 3 ORAWINC W.: v FL— 17347.3 0s N SHEET 4 OF ) 3 f Q X 1 Q v 15 3 5 O 2 5 4 LJ 5 5 D 4 4 i INTERIOR SEE NOTE 1 v \ / ` 11 40 EXTERIOR 1 HORIZONTAL CROSS SECTION Outswing shown (Inswing similar) Back to Back Jambs NOTE: 1. Spacing for item L: 6' from each end and 5 more equally spaced along sidelite jamb (7 total). E E v JJ SEE NOTE 1 00 HORIZONTAL CROSS SECTION 5 Outsw ng shown (Inswing similar) Back to Back Jambs INTERIOR EXTERIOR SEE O 1 (q T 11 3 HORIZONTAL CROSS SEC110N 5 Outsw ng shown (Inswing similar) 1X Jamb Reinforcement U v SEE NOTE 1 4 HORIZONTAL CROSS SECTION j Oulswing shown (Inswing similar) I X Jamb Reinforcement N Q Ii N J_Z nci z V'• a UOin III 6j III 7 1 i° O n c0 61•Illll U N C,aa z0z COVnSOW0 o J cw mamaa VaQV 4 0 0a o° " a UO zoo Z o ln J QW N w KNozc) aW CL DATE: 10/08 14 SCALE: N.T.S. OWG. BY: JK CHK. BY. LFS DRAWING NO.: FL-17347.3 SHEET ,5 OF 13 C 1 1-1/4"MIN.-I__ (I1 v EMB. (TYP.) ``% 40 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION` 6 Outswing shown (Inswing similar) 6 Outswing shown (Inswing similar) E NOTE: B 1. Spacing for item L: 6" from each end and 5 more C equally spaced along sidelite jamb (7 total). L o 2. Spacing for item L @ head & sill: 6" from each end, 1 0.15" C-SINK ° @ centerline, 2 additional at 3" & 4.5' from end (TYP) r adjacent to door. ° SEE NOTE 1 O ° EXTERIOR r/VIJ INTERIOR 4 VERTICAL CROSS SECTION 6 Outswing shown (Inswing similar) 7. N 0 1\9 Z OZU mN V a ^ 4 0 c 0 OZ a W JdOO 3 W Y U Um D Z0 aNto J Z Z ci d dg CD WS g QO N zwon amEll U o 0 a 20 U a SP-121 0-4- OOWN O SEE NOTE 2 L 50 z U INTERIOR EXTERIOR o 1-1/4" MIN. — P/!// — EMB. (TYP.) r5 VERTICAL CROSS SECTION 6 Outswing shown (Inswing similar) Saul: N.T.S. DWG. BY: JK CHK. W.- LFS DRAWING NO.: FL-17347.3 SHEET _L OF 13 F w vv av v 7 40 e INTERIOR v 9 EXTERIOR 27 G A 9 1-1 /4" MIN. 1-1/4" MIN. 11 40 B. (TYP.) EMB. (TYP.) 1)HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Shown w/ 1X sub -buck 7 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) Outswing shown (Inswing similar) NOTE: 1. Spacing for item L: 6" from each end and 5 more equally spaced along sidelite jamb (7 total). 2. Spacing for item L @ head & sill: 6" from each end, 1 centerline, 2 additional at 3" & 4.5" from end adjacent to door. 1-1/4" MIN. EMB. (TYP.) 3 HORIZONTAL CROSS SECTION 7 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) r/// AEXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 7 Shown w/ I X sub -buck Outswing shown (Inswing similar) gym: a—Z n z o 0 CS 6 U N Z } Vt\ y U Z Q Z U t0 co u 5 o 0 m ma.aw w LLC p E OZ n . u h1 Ivyl. O Ja cc Y JU Um zo o 0InIn d1Z J m U pN a H U a SEE NOTE 2 50 EXTERIOR INTERIOR VERTICAL CROSS SECTION 7 Shown w/IX sub -buck Outswing shown (Inswing similar) E:10/08/14 rE: N.T.S. BY: JK Br: LFS 3 SWING NO.: a FL-17347.3 E _L or 13 INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) NOTE: 1. Spacing for item L: 6' from each end and 5 more equally spaced along sidelite jamb (7 total). 2. Spacing for item L @ head & sill: 6" from each end, 1 centerline, 2 additional at F & 4.5' from end adjacent to door. r2-'\ HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) SEE NOTE 1 t 1-1/4" MIN. EMB. (TYP.) 3 HORIZONTAL CROSS SECTION g Shown Direct to Masonry Outswing shown (Inswing similar) op' 0 EXTERIOR// INTERIOR 4 VERTICAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) SEE NOTE 2 50 EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION JShown Direct to MasonryOutswingshown (Inswing similar) S.`\\ V Z om z I MliPIPO 2Mary .. m 0 Q O m m o m c ar0 J WO O m 2 Q. Wc Q OZ UuC W O JD Lo0Z 0Uy g Z Of ag ate V)u W W JO O- m ZN 4 O pZ O N W lU Lo Yhm W E:10108114 ALE: N.T.S. BY: JK L BY: LFS WING NO.: FL-17347.3 E _L or 13 INTERIOR 11//}X//A EXTERIOR Z d / U \ zV c w D 1 VERTICAL CROSS SECTION 9 Inswing sill SEE NOTE 1 4 VERTICAL CROSS SECTION q Inswing sill INTERIOR k\\Ir\\\ EXTERIOR mi M '071Jv. 2 VERTICAL CROSS SECTION y Outswing sill 5 VERTICAL CROSS SECTION 9 Inswing sill N%; z; 0 z o m U N IN 0 im O m c V o2 N M M a- L mymaaa a 6oz w Ja0 0 zo 05 50 N z 24 am 0 a w w a o F- ii VAVERTICAL CROSS SECTION DA Sill NOTE: 1. Spacing for item L @ head & sill: 6' from each end, 1 @ centerline, 2 additional at X & 4.5' from end adjacent to door. DATE: 10/08/ 14 SCALE: N.T.S. DWG. BY. JK CHK. BY. LFS DRAWING NO.: FL-11347.3 SHEET 9 OF 13 i MAX. m 1.25" w MIN. P MAX. r w MIN. Q EXTERIOR -L\— INTERIOR EXTERIOR INTERIOR rC VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION 11 jQ Shown Direct to Masonry 10 Shown Direct to Masonry Outswingonlyw/4-9/16'jamb Outswing only w/6-9/16'jamb NOTE: Single door only (N/A W/ Sidelites) 1.Spocing for item L: 6" from each end and 5 more equally spaced along sidelite jamb (7 total). 2.Spacing for item L @ head & sill: 6" from each end, 1 @ centerline, 2 additional at Y & 4.5' from end adjacent to door. N ry :2 INTERIOR 1-1/4" MIN. /LJ EMB. (TYP.) E EXTERIOR ` Y MAX. zt .6 7' w I MIN. SEE NOTE 2 EXTERIOR INTERIOR 8 VERTICAL CROSS SECTION 10 Shown Direct to Masonry Outswing only w/ 6-9/16'jamb to Z 0o a N 0 n U. O2GJsy!ci U! z I-rn o rn h X ` a ° °' M A INTERIOR SEE NOTE 1 1-1 /4" MIN. EMB. (TYP.) r5 ) HORIZONTAL CROSS SECTION 10 Shown Direct to MasonryOutswingonlyw/ 6-9/16' jamb INTERIOF EXTERIC 1-1/4" MIN. 1-1/d"MIN. EMB. (TYP.) EMB. (TYP.) 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 1 Q Shown Direct to Mason10ShownDirecttoMasonry10ShownDirecttoMason 7 Outswing onlyw/ 49/16' jamb Outswing only w/ 4-9/1 jamb Outswing only w/ 6-9/16 tomb Single door only (N/A W/ Sidelites) Single door only (N/A W/ Sidelites) z o m 6 o N z m 0 Q o v o U m a m n J c V EE_ oz v wa JQ0U Q zo Wo ti Q V) v~ J m ¢w s 15E N zo Q 0 U U ~~ EMB.(TYP.) DATE:10/08/14 SCALE: N.T.S. HORIZONTAL CROSS SECTION oWO. JK 10 Shown Direct to Masonry cHK. e : LFS Outswing only w/ 6-9/16' jamb DRAWING NO.: FL-17347.3 SHEET 70 Or 13 r R Z Q-- 4iN%.55 o o m a °ain m U N a V U xZa a E 4" m o m° U 4" MULLION MULLION 1° \ t t1CT( o u °a o a vfryainn ism TYP. 7' ( TYP.) 7' (TYP.) 4 o o u wU UQ 2 Erm S p p D a5 m a 2X BUCK HEAD & JAMBS HEAD & JAMBS TYP.) HEAD & JAMBS TYP.) (TYP.) ( TYP.J k < m U K 0- o 0 a a 1 U V V e E2 to Off' OX N N Z WW O h FO O W W ti tiMASONRY (TYP.) v X0 ox oxo a w N O O N' Z DATE: 10 08 14 2X BUCK ANCHORING SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17347- 3 SHEEP 11 OF 13 DIRECT TO MASONRY JAMB (TYP.) 49/16" JAMB P (SEE SHEET 10) 6" TYPI L 2X BUCK I F IX BUCK DIRECT TO D MASONRY HEAD & JAMBS TYP.) M 4-9/16"JAMB_ N 6-9/16" JAMB DIR T TO MASONRY JAMB (TYP.) SEE SHEET 10) Ua 0 ADA SILL ONLY X X API -' 3' (TYP-) 6" 4" (TYP.) ^I (TYP) 1 II 11 I L 2X BUCK 6-9/16, N zo E- JAMB — F i X BUCK DIRECT TO DIRECT TO D MASONRY MASONRY — JAMB (TYPO — HEAD & JAMBS SEE SHEET 10) TYP.) J BACK-TO-BACK JAMBS L w/ REINF. n SILL (TYP.) ADA SILLJ SILLPP') O— I I, — LATCH ANDDEAD80LTDETAILS 4" (TYP.) g, (TYP.) II it II II I 2X BUCKID d V 1XBUCK DIRECTTO J BACK-TO-BACK JAMBS 6-9/16' NMASONRY L w/ REINF JAMB ` HEAD & JAMBS DIRECT TO TYP.) TYP') MASONRY JAMB (TYP.) — SEE SHEET 10) CJSILL (TYP.) ADA SILL ( SILL (nP.) f i D D FRAME ANCHORING DIRECT TO MASONRY 1 X BUCK 2X BUCK 2X RHNF. DIRECT TO MASONRY 1 X BUCK 2X BUCK 2X REINF. 0¢ O a0 L E1 6z r o m o n m z a U U N -- 0 O zz U aQrm V 4 0 E oz v w o 0o z¢ o Ky Ow 3t(00 w 4m4 a _ w o SEE HINGE o r r DETAIL 1 a a IN U HINGE DETAIL 1 O TO r' MASONRY1DIRECT1XBUCK SEE HINGE 2XBUCK DETAIL 2 2XREINF. HINGE DETAIL 2 HINGE JAMB HARDWARE DETAILS E:10/08/14 LE: N.T.S. BY: JK BY: LFS WING Na: FL-17347.3 E 12 ov 13 I BILL OF MATERIALS REM If DESCRIPTION MATERIAL A 1 X BUCK (G >= 0.42) WOOD B 2X BUCK (G >= 0.42) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL I i /4" X 1-3/4" PFH ELCO OR )TW CONCRETE SCREW STEEL J 10 X 2" PFH WOOD SCREW STEEL L 10 X 2-1/7' PFH WOOD SCREW (1.15' MIN. EMB.) STEEL M 3/16" X 2 1/4" ITW CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1 /4" X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. 4 1XREINFORCEMENT (G>=0.55) WOOD 5 2XREINFORCEMENT (G>=0.55) WOOD 6 DOOR SWEEP PVC 7 WEATHERSTRIP (ENDURA FORCE 5) FOAM 9 9 x 3/4" PFH WOOD SCREW STEEL 11 4" X 4" HINGE STEEL 12 LATCH STRIKE PLATE STEEL 13 DEADBOLT STRIKE PLATE STEEL 20 INSWING THRESHOLD ALUM/COMP 21 INSWING THRESHOLD w/ SIDELITE ADAPTER ALUM/COMP 22 OUTSWING THRESHOLD ALUM/COMP 23 OUTSWING THRESHOLD w/ SIDELITE ADAPTER ALUM/COMP 24 ADA THRESHOLD ALUM 25 OUTSWING THRESHOLD ALUM/COMP 26 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL SO SIDELITE PANEL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN CLEARANCE MIN.: CLEARANCE; FYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT: EDGE:, i ANCHOR:. ITW BUILDEX 3/16" 1-1/4" 3" TAPCON® 1/4" 1-1/4" 2" 4" ELCO ® 1/4" 1•1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1"end distance, S 1"o.c. spacing of wood screws to prevent the splitting of wood. 0 T POLY FIBER JAMB ''yZ!/1!`` o an m a a Z 1 m m p 01 LL o E oZ 4.56' w o k d 11NSWING THRESHOLD r20Endura (ZSeries) r— 2.1" —1 ADA THRESHOLD r J SIDELITE 24 DLP Zo ¢ Z ADAPTER ocn ti z au) J-tea yo :z so O am o 0 E- c ; al U o `m 4. 56" I of a 21 INSWING THRESHOLD w SIDELITE ADAPTER Fes— 4.56" Y m Endura (Z-Series) OUTSW/NG 7HRESH_O[D 22 Endura (Z-Series) N zo4.56" SIDELITE m m ADAPTER N N o to Wo i e L OUTS WING THRESHOLD o o G DLP 4. 56" I 3 ---- 2.17' -- \ OUTSWING THRESHOLD wJ SIDELITE ADAPTER Endura ( Z-Series) a 0 o 4. ST' - o L z Dare: 10 08/ 14 I sG LE: N.T.S. MERRZ DWG. BY: JK cHK. BY: LFS 27 INSWING THRESHOLD wJ SIDELITE ADAPTER 26 INSWING THRESHOLD DRAWING NO.: DLP DLP FL-17347.3 SHEET 13 OF 13 t Florida Building Code Online Page 1 of 6 i 714&i i P Lt."a F l a cl:r pIf:"tS l"'iu4d / { 24 BCIS Home j Log In User Registration Hot Topics Submit Surcharge Stats & Facts L. Publications FBC Staff BCIS Site Map Links ( Search a Product Approval Floridgo rUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15279-R5 Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/ Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay. com Authorized Signature Scott Hamilton shamilton@clopay. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler W— 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 Eauiv 20170809 - FBC - DASMA 108 eauiv pdf FL15279 R5 Eauiv 20170809 - FBC - DASMA 115 eauiv i)df Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 3/ 19/2018 Florida Building Code Online Page 2 of 6 Date Pending FBC Approval Date Approved Summary of Products Go to Page F-- a 12/05/2017 FL # Model, Number or Name 15279.1 001 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 windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 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) WINDCODEO W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R5 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101655-Revl2.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, ARISP, AR1LP, ED15P, ED1LP, 4132, 2132, 6132, SFC38, MFC38 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) WINDCODEO W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of insi)ection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek .pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date 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 II 103952-RevOl.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: 15279.3 003 W3-09 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.idf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date 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 II 104175-RevOl.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: 15279.4 004 W3-16 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/-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). 15279.5 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insyection.odf FL15279 R5 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101820-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 3/19/2018 Florida Building Code Online Page 3 of 6 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, 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). 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 R5 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R5 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104028-RevOl.ndf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODEO W3 Garage Door 8131, 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 windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R5 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104168-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 007 W3-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODE@ W3 Garage Door 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 windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R5 C CAC W3 Listinq Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101308-Revl2.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-117171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.idfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date 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 II 101652-B-Revll.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: 15279.9 009 W4-09 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, 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: +28 PSF/-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but Gallery/Artistry/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 R5 C CAC Letter with proof of contract and proof of lnspectlon.Ddf FL15279 R5 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103969-B-RevO2.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 3/19/2018 Florida Building Code Online Page 4 of 6 DOES NOT meet the impact resistant requirement for windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of insoection.ndfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date 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 II 104183-Rev0l.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: 15279.11 09 DSIUO-1K479: CanyonrRidgeookstone Double Skin Insulated PUR (exterior skin 27 ga. min.; 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 FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W4 Listing Intertek.ndf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date 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 II 104456-RevOl.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: 15279.12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE@ W4 Garage Door 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf 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 FL15279 R5 II 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: 15279.13 013 W4-09 PAN-21`441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0" wide) WINDCODE@ W4 Garage Door 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of insoection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf 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 FL15279 R5 II 103486-B-RevO8.pdf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 3/ 19/2018 Florida Building Code Online Page 5 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 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). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 R5 C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103549-Rev06.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.15 015 W4-16 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of insoection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 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 FL15279 R5 II 101481-B-Rev13.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-11`471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Double- AR2LP, ED2SP, ED2LP, 4302, Car (9'2" up to 16'0" wide) WINDCODE@ W4 Garage Door HDGC, 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.vdf Design Pressure: +25.5 PSF/-25.5 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 FL15279 R5 II 104029-B-Rev03.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 DSIEO-11`479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Coachman/Settlers/Affinity interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.idfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W4 Listing Intertek.Ddf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date 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 II 103046-Rev07.Ddf 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: 15279.18 018 W4-16 DSIU-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE@ W4 Garage Door 8201, 8203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.oddfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date 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 II 104169-RevOl.odf 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: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 3/ 19/2018 Florida Building Code Online Page 6 of 6 15279.19 019 W4-16 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door 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 windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 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 = a Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinsoection.odf FL15279 R5 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104457-Rev02.pdf 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@ W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinspection.Ddf FL15279 R5 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 1017ll-B-Revl5.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next 0 0 Page l/ 8 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.s., please click here . Product Approval Accepts: egAEtY Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 3/ 19/2018 MODELS 27 GA 27 GA 27 GA SHORT FLUSH LONG CLOPAY 2050, 4050 2051, 4051 4053, 2053 NOTE MAXIMUM SECTION HEIGHT IS 21' HOLMES 62, 62G, 64,64G, 62LG, 6130 65, 6131 133 IDEAL 135, SDP38 136, SFL38 134, SRP38 OPTIONAL 1/8' ACRYLIC OR SSB GLASS UTES AVAILABLE OPTIONAL LAZINGIS PLASKOLITE OPTNAPPROVED3'x20 GA. U—BARS. U—BARS IN A - 2-1-2-1 PATTERN (TWO U—BARS ON BOTTOM OR LUCI(E CC2 PLASI y B IN ACCORDANCE WITH IBC/FBC 2606 SECTION, ONE U—BAR ON NEXT SECTION, ETC.) Af-- SEE SECTION B— 90 of J Lam= =Q OPTIONAL OUTSIDE KEYED LOCK POSITION A f - POSE N SID REV DATE ssnLE 07 05 2004 INTER. STILEO8 05 2005 09 09 2005 OUTSIDE 10 11 30 07 HANDLE 11 10 21 OE LOCK BAR 12 01 26 11 ENGAGES IN OUTSIDE KEYED LOCK TRACK ON 1131 01 31 12 LOCK BAR LOCKING EACH SIDE OF DOOR. RD SLIDE BOLT LE LOCK ENGAGES INTO VERTICAL SECTION A —A TRACK. ONE LOCK ON 1-3/8' THICK li_ EACH SIDEOFDOOR. SIDE INSIDE SLIDE BOLT LOCK OPTION THIS DOOR MEETS OR EXCEEDS E DESI LOADSYA SPEEDS USTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE. 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI MA 108. SITE —SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN P I Y ULTIMATE WIND SPEED 120 133 147 MPH) EXPOSURE CATEGORY B, C B, C B MEW! ROOF HEIGHT 25' 15' 30' 27 GA STEEL MIN. EXTERIOR GALV. SKIN WITH A BAITED —ON — PRIMER AND POLYESTER PAINTED TOP COAT. MAX. DOOR WIDTH - 16 —0 VERITA JAMB ATTACHMENT INSIDE ELEVATION _ 90 Bloc) 4) /145/8' SHEET METAL SCREWS TONGUE AND GROOVE JOINS. SHORT PANEL SHOWN) ? 000 PSI MIN CONCRETEO WMN : O J 8 x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH 1 POUND DENSITY C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR EXPANDED POLYSTYRENE FRONT FRAME WITH U.V. 1/4%4' TAPCON SCREWS ON 21' CENTERS (2.000 FOAM INSULATION LAMINATED COATING ON OUTSIDE SURFACE. SLLEEVE'ANCCHHOORSS.1' O.D. MIN. INCLUDEDWASHERS WITH 4) 1/4'x3/4' SELF TAPPING SREWS O INTETO RIORR SKTHE(NS.roR AND WITH TAPCRS. ANCHORS MAY BE COUNTERSUNK BUT NOT REWIRED) TO PROVIDE A FLUSH 14 GA END HINGE 18 GA INTERMEDIATE HINGE MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. , GLAZING SNAP LATCH ENGAGES 1 2'x3' lAG SCREWS ON 22.5' CENTERS. 1' O.D. ONTO VERTICAL TRACK. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK MOLDED IN Bx3/4' PAN HEAD SCREW (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SECTION B—B ONE SNAP LATCH ON SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. LITE RETAINER. 10 SCREW WINDOW LITE 10 SCREWS PER LITE) EACH SIDE OF DOOR. HORIZONTAL TRACK SUPPORT BY INTER STILE STOP MOULDING BY DOOR DOOR INSTALLER (TO SUIT) INSTALLER (TO SUIT) TRACK CONFIGURATION ABOVE THE DOOR OPENING OUTSIDE KEYED END 20 GA. MIN. GAILY. STEEL END STILE DOES NOT AFFECTTHE WLOAD RATING. HANDLE SOLE INSIDE HANDLE 12 GA GALV STEEL TRACK DESCRIPTmN ADD M/N 2053 UPDATED CODE REF. ADDED ROLLER OPTION CLOPAY M N ADDED MPC WIND SPEED TABLE FOR ASCE7-10 LHR TOP BRACKET DIRACK HORIZONTAL DOU81E TRACK LOW HEADROOM OPTION 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED WITH (4) /14x5/8- SHEET METAL SCREWS. 3' TALL x 20 GA. GALV. STEEL U—BAR. TWO U— BARS ON EVERY OTHER SECTION, ONE U—BAR ON OTHER SECTIONS. EACH U—BAR ATTACHED WITH TWO 1/4'x3/4' SELF TAPPING SCREWS PER HINGE LOCATION. MIN. U—BAR YIELD STRENGTH: 50 KSI. 29 GA STEEL MIN. GALV. INTERIOR GALV. SKIN WITH A BAKED —ON PRIMER AND A BAKED —ON POLYESTER PAINTED TOP COAT. 13 GA. GALV. ATTACHED WITH (2) /T%8 BRACKET METAL SCREWS. ALUMINUM EXTRUSION VINYL WEATHERSTRIP. 13 GA GALV. STEEL FLAG BRACKET. OUTSIDE KEYED LOCK BRACKET FASTENED TO WOOD t3 222555 to i EACH FASTENED TO WOOD JAMB WITH . DOUBLE TRACK SNAP LATCH LOCK OPTIC, 3) 5/16'x1-5/B' WOOD LAG SCREW. LOW HEADROOM IS TRACK CONFIGURATION AVAILABLE AS AN OPTION NM : FOR DOORS OVER 8'-0' HIGH, L' TRACK CONFIGURATION SHALL NOT EXCEED RHEIGHTMAXIMUMSPACINGPROVIDED. CONSULT 2' GALV. STEEL TRACK, 7g FACTORY FOR MORE DETAIL IF ROD. TRACK THICKNESS: .080' 88 JAMB WITH ONE 5/16'x1-5/8' 18 GA MIN. GALV. STEEL INTER. HINGE NOTE: THE DESIGN OF THE SUPPORTING WOODLAGSCREWPEL 7/ 16' I.D. ROUND FASTENED TO CENTER STILE W/(4) STRUCTURAL ELEMENTS SMALL BE THE 2' GALV.CK PUSHNUT FASTENER EACH %14x5/8' SHEET METAL SCREWS. RESPONSIBILITY OF THE PROFESSIONAL FASTENED TO TRAS. (ONE PER ROLLER). OF RECORD FOR THE BUILDING OR EACH BRACKET ATTACHNE STRUCTURE AND IN ACCORDANCE WITH 1/ 4'x5/8' BO9B 14 GA. GALV. STEEL ROLLER HI GE CURRENT BUILDING CODES FOR THE 1W0TS. FASTENED TO END STILES W/(4 EACH LOADS USTED ON THIS DRAWING. JAMB IO. 14x5/ 8' SHEET METAL SC AND 4) 1/4'x3/4' SELF TAPPING SCREWS. DESIGN LOADS: +20.0 PSF h —21.0 PSF 2' 10 BALL SHORT STEM STEEL ROLLER TEST LOADS: +30.0 PSF h —31.0 PSF ORIGINAL DRAWINGS ARE SKK(ED N BLUE WITH STEEL OR NYLON TIRE DESIGN ENGINEER: MARK WESTERFIELD. P.E. INK WRIT A RAISED SEAL (EMBOSS) FLORIDA P.E. #48495. NC P.E. j23832, TEXAS P.E. %91513 S TYP. 2-1/2'02 GA. GALV. STEEL TRACK MPCG DSIE-1A171 0"°""T1M6 NAK Boon SIZE- z BRACKET. (4) TRACK BRACKETS PER SIDE UP TO B'H. (MAX OC NOT TO EXCEED 307. Clopay CLOPAY 8585 MASON, Building Products COmoanv BUILDING PRODUCTS COMPANY DUKE BLVD. 4/16/98 OH 45040 DRAVN( 513) 770-4800 CHECK BY- MWW GKpW GI'91'W'k" AK Rl4hb R_d. CHECKED BP W3 16-W X 16'H DESCRIPTION 2050 4050 4053, +20 -21 DES. DRAWDNG rAI®EID VFF B 10182o 1 DIC Florida Building Code Online Page 1 of 6 a 5 t Ha%e uxa Ai BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff E BCIS Site Map Links Search b'Pr Product Approval USER: Public Userd u:,m Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15279-R5 Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing 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 Eauiv 20170809 - FBC - DASMA 108 equiv odf FL15279 R5 Eauiv 20170809 - FBC - DASMA 115 equiv.odf Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV V KJZ 1 Q... 3/ 19/2018 Florida Building Code Online Page 2 of 6 r Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page = 0 0 0 Page 1/ 8 FL # i Model, Number or Name Description 15279.1 001 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 windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 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 R5 C CAC Letter with proof of contract and Droof of inspection.0 FL15279 R5 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101655-Revl2.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-IA471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, EDSSP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date 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 II 103952-RevOl.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: 15279.3 003 W3 09 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date 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 II 104175-RevOl.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: 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date 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 II 101820-Rev13.ndf 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: 15279.5 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 3/19/2018 Florida Building Code Online Page 3 of 6 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, ARMP, 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). 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 R5 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R5 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104028-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of insuection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date 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 II 104168-RevOl.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: 15279.7 007 W3-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date 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 II 101308-Revl2.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: 15279.8 008 W4-09 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date 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 II 101652-B-Revl1.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: 15279.9 009 W4-09 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, 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: +28 PSF/-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but Gallery/Artistry/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 R5 C CAC Letter with proof of contract and proof ofinsoection.pdf FL15279 R5 C. CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103969-B-RevO2.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 3/19/2018 Florida Building Code Online Page 4 of 6 DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date 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 II 104183-RevOl.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: 15279.11 011 W4-09 DSIUO-1K479: Canyon Ridge/Brookstone Double Skin Insulated PUR (exterior skin 27 ga. min.; 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 FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 RS C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date 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 II 104456-RevQ ) 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: 15279.12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE@ W4 Garage Door 42B, 48B, 555, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD55, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf 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 FL15279 R5 II 300159-B-Rev16.odf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.13 013 W4-09 PAN-21`441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0" wide) WINDCODE@ W4 Garage Door 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of insyection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf 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 FL15279 R5 II 103486-B-Rev08.1)df 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ IQ... 3/ 19/2018 Florida Building Code Online Page 5 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 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). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insyection.odf FL15279 R5 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103549-RevO6.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: 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 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 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 FL15279 R5 II 101481-B-Revl3.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 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) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 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 FL15279 R5 II 104029-B-Rev03.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 DSIEO-11`479: Coachman/Settlers/Affinity Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date 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 II 103046-RevO7.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: 15279.18 018 W4-16 DSIU-IF171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date 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 II 104169-RevOl.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: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 3/ 19/2018 Florida Building Code Online Page 6 of 6 15279.19 019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone 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 windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinsyection.Ddf FL15279 R5 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104457-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODEO W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 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 = a Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinspection.Ddf FL15279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101711-B-Revl5.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 D 0 Pagel/80 0 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.s., please click here . Product Approval Accepts: y ON eG hec Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 3/ 19/2018 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG DOOR HEIGHT CLOPAY 4400, 4401 4300, HOG 4301, HDGF 4310, HDGL TO 7 7'3' TO 810' 803' TO 809' HOLMES 66, 66G, 6200 68, 6201 67, 67G, 620 9'0' TO 10'6' 10'9' TO 12'3' IDEAL SP200 SF200 SE200 12'6' TO 14'0' SHEET 1 OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAX. STANDARD SIZE IS 42-1/2"x16". IMPACT yA RESISTANT GLAZING IS 21-5/8'x14-1/8'. © © SNAP LATCH O. ONE SNAP MATCH ON EACH SIDE OF DOOR 00HKNOEOOETNL o j r r r r r r Lr r l I I OURIOE KEYED END SEE NTERIIED. 1 HANDLE SIRE b TINGE DEAL F INSIDE IMNDIL SIDE BOLT 1g Ii{iI wa VERTICENGAGALDTP40EKEYEDIDCI9RT0 . ONE11pK rvY DpI1DN LOCK ONK(. ONE SIRENDE WdtI ® H SIDE TWO POINTTRACK I I N POINTRd( M L NSIDE SUMMEIlDeDDa - - - - WLT OPTION& OUTSIDE KEYED A OPTIONAL CUTS! DE KEYED A END IDCK POSIrm SIDRf PANEL SHOWN LOCK POSITION SIRE MAX. DOOR WIDTH - W-O' - --. Imo— NAx. DOOR rA0O1 9'-0' INSIDE E N TION SNORT PANEL SHOWN HANDLEHANDLE LOCK BAR 4) /1H5/B' SHEET METAL SCREWS ENGAGES N TRACK ON 211511E KEYED LM2( EACH SIDE 1JOCK SAH..lOnAMI6 OF DOOR. O 4) 1/4'K3/4' SELF TAPPING SCREWS 14 G END HINGE 18 G IliFBllfdWIE NICE NOD@ 14 G WTERMEOMTE HINGES ON 24 G EXTERIOR SIN DOOR MODELS) 27 G MN. STEEL EXTERIOR SIGN WTN C-40 GALVANQNG. @DBV-ON PRIMER AND A BNFD-ON POLYESTER PRIMED TOP CGT. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR TI(E FOLLOWING CONDTIONS: 1) ENCLOSED BUILDING. 2) DOOR HIS 2' OF WIDTH N BUILDING'S END ZONE. 3) ANY ROOF SLOPE, AND 4) TESTING N ACCORDANCE WITH ANSI/DASMA 108. SITE —SPECIFIC CALCULATIONS BY A OUAUFIED DESIGN PROFESSIONAL MAY DIFFER ULTIMATE VIND 12S 135 140 145 I60 SPEED (MPH) EXPOSURE H, C, D H, C. D a, C B, C H CATEGORY MEAN RODF HEIGHT 2V 15' 25' 15' 30' CI®pay CLAPAY BUILDING PRODUCTS P 8585 DUKE BLVD. MASON, OH 45040 uilding Products (513) 770 - 4800 2' THICK NE FlLLED CHANNEL SEPARATES RDNT AND BAT( SKIN OF DOOR 1.95' TICK, 1/ DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. AND GROOVE JOINTS. 2-1/4' TALL E 2D G CALY. STEEL U-BAR. U-BAR CITY AS SHOWN N TABLE ATTACHED WITH (2) 1/4'13/4 SELF TAPPING SCREWS AT EACH H11RE lMATION. SECTION A -A I Z7 G STEEL INTERIM SKIN MIX G-DO GALVANIZING. BAKED -ON PN1ER AND A BWED-ON POLYESTER PANTED TOP COAT 13 G GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) rya5/8' SHEET METAL SCREWS, ALUMINUM EXTRUSION MN% WEATHERSTRIP. DESIGN ENGINEER: IIATK MESIERFTBD, P.E FLORIDA P.C. /45405. NC P.E /23a TEXAS P.E. #91513 DESIGN LIONS: 2&0 P.S.F. ! -29.0 P.S.F. TEST LOADS: 442.0 P.S.F. A -43.5 P.S.F. D AAG UL'T ® V9LLM4 - IINGIIN IODI = 4 9'O'W X 16'0"H s6 RKM}IVimA M/N '1300/4400: +28/-29 PSF 2.6 YELLOW PINE IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 101652-A SECTION 8 B (IMPACT RESISTANT GLAZING OPTION) x*sL V MLIPURPm NICK BOND UK o¢awaHc rRaxr rPEAOE IMPACT — j BEGONE lAKINf OTEIWIDI STIR slat AND FRMNO nM01xN'E03 imIccr 1d) 3/ IAAYarrWDE RErA9nL rAYIOKm ro rRIIE rrm Po a• BW HOO MOCK ATEWS TRITE • FRONT INSTALLED N THE FLORIDA STANDARD ASSEMBLY DETAILS DRAWING 707662-B CFCTION B-8 (NON -IMPACT RESISTANT GLAZING _ OPTION) FRONT FRAME WITH U.V. ODAIM ON ORSDE BURACE. NOTE THAT FRONT MAKE b HARROWER THAN WIPACf-IWSISTNN ERNE. Ln GLAZING MOLDEDWE VIDEO. /613/4- PNK NRAO BOEt'Y. CfeNneRn eCCFMRIy CONSTRUCTION: OPINRAL SSB, DSB OR t 6' ACYNIC UIES MAILABLEMUM. b ACCORDANCECPIs ON /MCPAPPROVEDCC2RASIIICNALCORDNICEWINDIRA/FBC THE ENTIRE DOOR A95EMBLY NSTNIID N (tOYRLVICE WIND THIS SD:TION MEEK THE NNC LOIN REONRDADf S OP TEE FLORIOI BDEDNG CODE GR NTERNATIOWL11ICODEBllfOCLS_NDI IEif 71E IMPICf RL . CIO TEOM FTT wNDBONE oEBRb REGONS TIFF. CHNIfFR 15 PBC/IBC). VERTICAL JAMB ATTACHMENT WOOD r B 11 nINGS)' 1/2'K3' LAG SCREWS ON 24' CENTERS. 1' 0.0. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. DOOR 16 GA, MN. MY. STEEL CENTER HINGE E1d1 {t1+d%B-EEf N W ({SCREWS. IAMB- CONFIGURATION ` SIFFL ROLLER WITH STEEL OR NYLON TIRE S=.M^ ATTAt^HMEHf (C-Kyt BLOCK OR 2000 PSI MIN CONCRETE COLIIMNI 3/8-X4- SLEEVE ANCHORS ON 24- CENTERS (BOTH C-90 BLACK OR 2000 PSI MIN. CONCRETE) OR 1/4-0- TAPCON SCREWS ON 24- CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1' 0.0. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. NQIE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THE DRAWING. N=- TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WINO LOAD RATING OF THIS DOOR. HORIZONTAL TRACK SUPPORT BY DOOR N AIMUt LTD SUIT) 6' TALL COONS AND UNDER 13 ati CILV. WIEEL RAG BRACKET. LHR TOP BRACKET EACH FASTENED TO WOOD J WITH DOUBLE HORIZONTAL 3) 3/16*0-5/B' WOOD LAG SCREWS TRACK 000R DOUBLE TRACK 888$ HOGLR Inw NEARROOM OPDON 2. OM.Y. SiD3 TRACK, 1. MWL TRACK THICKNESS,.080- lSpiK TYP. 2-1/Y.12 OA GLv, SIEFL TRICK WACKET. R$j (4) TRACK BRACKETS PER SKIS - 001111, TRACK LOW 6080G1_AY66ddL TR-- AVM) 8EQED. ONTALLOOR TRACKmmTAXISUPPORT ODORS OVER IT TAU R CID 13 H plLv. 51FFLL FIIC BRACIEf. EACHFASTDEDWWOODJNKBWIND3) 3/16-vt-S/6- LAC SCREWS 2- GKLV. STEEL TRACK, II) RA= THICKNESS, .060- MN. Tp MAXO6TMICE BETWERIFVC AIID lOP TRICE . NOT TO EKCEED 30. D.C. K < mm FOR DOORS DYER 12'- 0• NOR, TRICK CO1PIa1MTKIN SHALL NOT EXCEED MkXb"T-' NG Po FACTORY I C FOR MORE OCTAL IF ROD, DESIGN FLORIN PE /46/9 P E j2%2.PTEKAS E P.F91313DESIGN LOADS. { 25.0 P.S.F. ! -20.0 P.S.F. TEST LOADS: + 42.0 P.S.F. 0 -43.5 P.S.F. If Florida Building Code Online Page 1 of 4 Vf i'?.d ¢'+ , K Rai' r° ,• v a. i. , ' iw r r# . BCIS Home ! Log In User Registration Hot Topics ! Submit Surcharge Stats & Facts '., Publications FBC Staff ( BCIS Site Map Links ( Search Florida 1.111E Product ApprovalI ssu. USER: Public UserPtff •;r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL21638-R2 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 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@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE W Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/13/2018 Date Validated 02/13/2018 Date Pending FBC Approval Date Approved 02/18/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9xV 7TjKGee... 3/ 19/2018 Florida Building Code Online Page 2 of 4 Summary of Products FL # I Model, Number or Name Description 21638.1 11630 HS 72 x 53 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R2 C CAC APC 15950.Ddf Approved for use outside HVHZ: Yes FL21638 R2 C CAC APC 15951.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 09/15/2021 Other: LC-PG50 Fin, LC-PG45 Finless/Flange Installation Instructions FL21638 R2 II 08-03000.1)df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21638 R2 AE 513863.Ddf Created by Independent Third Party: Yes 21638.2 1630 HS 72 x 63 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R2 C CAC APC 15949.idf Approved for use outside HVHZ: Yes FL21638 R2 C CAC APC 15953.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-35 09/15/2021 Other: LC-PG40 Fin, LC-PG30 Finless/Flange Installation Instructions FL21638 R2 II 08-03001.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21638 R2 AE 513864.pdf Created by Independent Third Party: Yes 21638.3 1630 HS 84 x 48 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R2 C CAC APC 15948.pdf Approved for use outside HVHZ: Yes FL21638 R2 C CAC APC 15952.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 09/15/2021 Other: LC-PG50 Fin, LC-PG45 Finless/Flange Installation Instructions FL21638 R2 II 08-03002.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21638 R2 AE 513865.1)df Created by Independent Third Party: Yes 21638.4 1630 HS 72 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R2 C CAC APC 16699.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/25/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 Fin, Finless and Flange FL21638 R2 II 08-03145.1)df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21638 R2 AE 514056.1)df Created by Independent Third Party: Yes 21638.5 1630 HS 96x53 Fin, Flange, Finless Frame XOX 1/4-1/2-1/4 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R2 C CAC APC(16747) 513941.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2022 Design Pressure: +40/-40 Installation Instructions Other: LC-PG40 FL21638 R2 II 08-03059 513941.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL21638 R2 AE 513941.1)df Created by Independent Third Party: Yes 21638.6 11630 HS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No 96x48 Fin, Flange, Finless Frame XOX Equal Certification Agency Certificate FL21638 R2 C CAC APC(16744) 513944.Ddf Quality Assurance Contract Expiration Date 03/31/2022 Installation Instructions http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgs9xV 7Tj KGee... 3 / 19/2018 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 1X 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 RIGID PVC. 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. I TABLE OF CONTENTS SHEET NO.I DESCRIPTION NOTES 2 ELEVATIONS 3 — 10 1 INSTALLATION DETAILS REVISIONS REV DESCRIPTION DATE I APPROVED 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 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 #8 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=33KS1/FU=52KS1 OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM SIGNED: 12/19/2016 MI WINDOWSDDOORS LLC LAKESIDE PARKWAY S VL FLOWER MOUND, TX 75028 GENS0 0 51 *= SERIES 1630 HS REINFORCED NON —IMPACT 72" X 63" r6s/ NOTES TATE OF s FtOR%0' '-- DRAWN: DWG 10. 08 QNAL`1. s03001sRcaLEDarENTS11/30/16 1 OF 10 I Luis R. Lomas P.E. FL No.: 62514 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-686-0609 rllomasCalrlomaspe.com i 6 M F R. HE 4" MAX 15" MAX ORC. WIDTH 4" MAX 1 4" MAX 5" 3" MAX O.C. v O MME - DHT 4" MAX L 1 1630 SH REINFORCED EXTERIOR VIEW FINLESS & FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 30.01-35.OPSF NONE REVISIONS REV I DESCRIPTION I DATE I APPROVED i 72" MAX FRAME WIDTH 3" MAX 8" MAX O.C. 3" MAX 3 MAX 8 MAX O.C. 63" MAX FRAME HEIGHT 3" MAC X X E* 1630 SH REINFORCED FOR NUMBER OF ANCHORS REQUIRED SEE CHART #1 EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE Chart #1 Number of anchor locations required Frame Frame Width (in) Height 36.00 42.00 48.00 54.00 60.00 66.00 72.00 in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head I Jamb 36.00 3 3 4 3 4 3 5 3 5 3 5 3 6 3 42.00 3 4 4 4 4 4 5 4 5 4 5 4 6 4 48.00 3 4 4 4 4 4 5 4 5 4 5 4 6 4 54.00 3 5 4 5 4 5 5 5 5 5 5 5 6 5 60.00 3 5 4 5 4 5 5 5 5 5 5 5 6 5 63.00 3 5 4 5 4 5 5 5 5 5 5 5 6 5 Number of anchor locations required Frame Frame Width (in) Height 36.00 42.00 48.00 54.00 60.00 66.00 72.00 HARDWARE SCHEDULE A 2) METAL LOCK WITH KEEPER 14" FROM TOP AND BOTTOM RAIL B. 2) SASH WHEELS 1 1/2" FROM STILES ALONG BOTTOM RAIL C. JALUMINUM REINFORCEMENT (AE-0001 62) AT INTERMEDIATE JAMB D. JALUMINUM REINFORCEMENT(M1-2115) AT SASH LOCKING STILE NOTES: 1. MAXIMUM SASH SIZE: 35 5/8"X 59 716" 2. MAXIMUM D. L.O.: 32 1116" X 58 3/16" FOR NUMBER OF ANCHORS REQUIRED SEE CHART #2 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1630 HS REINFORCED NON —IMPACT 72" X 63" ELEVATIONS DRAWN: DWG N0. R. L. 08-03001 SCALE NTS DATE 11/30/16 1SHEET OF 10 L. ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@Irlomaspe-cram SIGNED: 1211912016 R" it0'' fir •CEIVS•giP. TccE OF l4 ioFS O R10P G SiIINAI E Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT I 1 1 1/4" MAX. SHIM SPACE 8 WOOD SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. HIM SPACE 1 1/4" MIN, EMBEDMENT J 1/2" MIN. EDGE DISTANCE 8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL 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 E2112 REVISIONS DESCRIPTION DATE I APPROVED MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1630 HS REINFORCED NON —IMPACT 72" X 63" FINLESS INSTALLATION DETAILS DRAWN. DWG NO. R.L. 08-03001 SCALE NTS IDATE 11/30/16 1SHEET OF 10 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rilomas@lrlomaspe.com REV SIGNED: 1211912016 5111 1 I t Ll J/. 1111t1111l" Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 8 SMS OR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE L 3/4" 1 EDG DISTAI` T_ 8 SMS 01 SELF DRILLINI SCREW METAL STRUCTURE BY OTHERS & APPROVED SEALANT 1/4" MAX. Ir SHIM SPACE JAMB INSTALLATION DETAIL 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 REVISIONS DESCRIPTION INTERIOR El EXTERIOR MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1630 HS REINFORCED NON —IMPACT 72" X 63" FINLESS INSTALLATION DETAILS DRAWN: DWG NO. REV R.L. 08-03001 — SCALE NTS I DATE 11/30/16 1SHUT OF 10 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasOalrlomaspe.com DATE I APPROVED SIGNED: 1211912016 5 RI 1 iLl0qEN 0 YAf , OF OR V011f. • Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT OPTIONAL IX BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. a a. EMBEDMENT a a 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE CONCRETE/MASONRY 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE aa ° d VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION REVISIONS DESCRIPTION DATE I APPROVED 1/4" MAX. SHIM SPACE BY OTHERS v OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 INTERIOR 3/16" TAPCON a o 0 LlLl tee21/2" OF EDGE % DISTANCE LLLrrr o EXTERIOR VBACKERROD APPROVED SEALANT 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 E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1630 HIS REINFORCED NON -IMPACT 72" X 63" FINLESS INSTALLATION DETAILS DRAWN. DWG NO. R.L. 08-03001 SCALE NITS DATE 1 1 /30/ 1 6 18HLEf 5 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 dlomasL@Irlomaspe.com SIGNED: 1211912016 i1077 i/ i c • 0,.6 251 it oTATE OF k_ I c QR1 P •.,: Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERSW MIN. MENT BACKER ROD" MAX. 1 1/4" MIN. APPROVED SPACE EMBEDMENT SEALANT1/2" MIN. EDGE DISTANCE OOD SCREW REVISIONS REV DESCRIPTION DATE APPROVED 1/4" MAXli . SHIM SPACE 8 WOOD SCREW /// LLLJJJOOO EXTERIOR INTERIOR WOOD FRAMING J OR 2X BUCK BY OTHERS BACKER ROD SILL TO BE SET & APPROVED SEALANT IN A BED OF U APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL APPROVED 1/4" MAX. WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT o F SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS 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 E2112 INTERIOR o c3C3YJ EXTERIOR MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1630 HS REINFORCED NON —IMPACT 72" X 63" FLANGE INSTALLATION DETAILS DRAWN: DWG NO. R.L. 08-03001 SCALE NTS I DATE 11/30/16 1SHEET OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 r1lomas@1rlomaspe.mm SIGNED: 1211912016 Ri I (L/of/`/` ti `I\L+ENs'.'pi ir• 0 81251 STAfTf FE OF , w i O s NA1fil1E\V' Luis R. Lomas P.E. FL No.: 62514 3/4" MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 8 SMS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE i 3/4" MIN. EDGE DISTANCE 8 SMS OF SELF DRILLING SCREW! METAL STRUCTURE BY OTHERS & APPROVED SEALANT I r 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL 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 REVISIONS DESCRIPTION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1630 HS REINFORCED NON —IMPACT 72" X 63" FLANGE INSTALLATION DETAILS DRAWN: DWG NO. R. L. 08-03001 SCALE NTS I DATE 1 1 /30/1 6 11HEET 7 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-686-0609 rllomas@Irlomaspe.wm DATE I APPROVED SIGNED: 1211912016 E M'SF 9s 51 yt: OPTATOF dR-r. 'c 0RIDP•.\. M. Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPTION I DATE APPROVED 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a ° G 1 1/4" MIN. OPTIONAL 1X BUCK G. EMBEDMENT SEE NOTES 3 — 7 SHEET 1 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CONCRETE/MASONRY BACKER ROD O 1/4" MAX. BY OTHERS A SEALANT o SHIM SPACE a o OOPTIONAL IX BUCK 3/16" TAPCON SEE NOTES 3 — 7 SHEET 1 D INTERIOR 3/16" TAPCON v EXTERIOR INTERIOR SILL BE SET BACKER ROD U N A BED OFB APPROVED o APPROVED SEALANT SEALANT 1/4" MAX. OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHIM SPACELjSHEET1 CONCRETE/MASONRY BY OTHERS d° Lj 2 1 /2" o v MIN. EDGE DISTANCE o J BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY VERTICAL CROSS SECTION FLOWER MOUND, TX 75028 CONCRETE/MASONRY INSTALLATION SERIES 1630 HS REINFORCED NON —IMPACT 72" X 63" FLANGE INSTALLATION DETAILS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, DRAWN: DWG NO, NOT SHOWN FOR CLARITY. R. L. 08-03001 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE DATE SHEETNTS11/30/16 8 OF 10 L, ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasc@lrlomaspe.com SIGNED: 1211912016 1 Ri I IC0 0rTAT OF;1, i'n..•'cLnoltYP. ,mac Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR INTERIOR 3/8" MIN EDGE DISTANCE 6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE r 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED f 1 /4" MAX SHIM SPACE vvuuu rrtruvun BY OTHEF 6 WC SCR 1 fr EMBE APPRO\ SEA.Lf BEHIND ED vul/ilv\.G JAMB INSTALLATION DETAIL 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 E2112 INTERIOR MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1630 HS REINFORCED NON —IMPACT 72" X 63" FIN WITH J CHANNEL INSTALLATION DETAILS DRAWN. DWG NO, R.L. 08-03001 SCALE NTS °ATE 11/30/16 1SHEET OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 r1lomas0,10maspe.com SIGNED: 1211912016 IL10 7 i/i GEtJSc 9s' 0, 62,511 0; STTAATTFE OFo • O<QRtDp' NALIEG\ Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR INTERIOR 3/8" MIN EDGE DISTANCE 6 WOOD SCREW SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS ' REV DESCRIPTION DATE I APPROVED WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX r SHIM SPACE WOOD FRAMING BY OTHERS 6 WOOD SCREW INTERIOR 0 1 1/4" MIN. Sul EMBEDMENT00 APPROVED SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL 1/4" MAX WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE WOOD FRAMING BY OTHERS 1 IP 11 El ii a EXTERIOR MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1630 HS REINFORCED NOTES: NON —IMPACT 72" X 63" 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, FIN INSTALLATION DETAILS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. DESIGNED IN ACCORDANCE WITH ASTM E2112 R.L. 08-03001 SCALE NTS IDATE 1 1 /30/1 6 SHEET 10 OF 10 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 rllomasOlrlomaspe.com SIGNED: 1211912016 S C.EN1q . a 5Yl 104TATE OF \ a'. ;t, REV 'i'F; 't0RIAP G.-A, i/S/ONAl1E Luis R. Lomas P.E. FL No.: 62514 6n/Z FL 21 Ow f2-2 5L l DE /L UttV(9&y L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville NC, 27023 434-688-0609 Rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors LLC 1900 Lakeside Parkway Flower Mound, TX 75028 Product Line: Series 1630 HS Reinforced Non -Impact 72"x63" Engineering Evaluation Report Report No.: 513864 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval documents: drawing numbers 08-03001, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: ATI G2937.01-109- 47 signed by Timothy J. McGill. Architectural Testing, Inc., York PA. AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: ±40.1Opsf Water penetration resistance 7.52psf 3. Report No.: AT] G2922.01-109- 47 signed by Timothy J. McGill. Architectural Testing, Inc., York PA. AAMANUDMA/CSA 101/I.S.2/A440-08 Design pressure: +30.08/-35.09psf Water penetration resistance 7.52psf 4. Anchor calculations, report number 513864-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +30.0/-35.0 (Finless & Flange), ±40.Opsf (Fin) Maximum unit size: 72" x 63" Units must be glazed per ASTM El300-04/09. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be Rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval documents, 08-03001. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 1lI111///// J S R L TAT OF 0 s A, 0 RIP •GC' ONAI.` Luis R. Lomas, P.E. FL No.: 62514 12/19/2016 j G c/ ti% . iDCG l fi vr d l AAMA Validator/ Operations Administrator) CERTIFICATION PROGRAM J AUTHORIZATION FOR PRODUCT CERTIFICATION MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMANVDMA/CSA 101/I.S.2/A440-08 LC-PG30-1829x1600 (72x63)-HS Negative Design Pressure = -35 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 1630 HS (FINLESS & FLANGE) FRAME SASH MI Windows & Doors, LLC 15953 PVC)(OX)(OG)(INS GL) 1829 mm x 1600 mm 905 mm x 1521 mm Code: MTL REINF)(ASTM) 6'0" x 5'3") 3'0" x 5'0") This Certification will expire September 15, 2021 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Intertek-ATI Report No.: G2922.01-109-47 Date of Report: October 17, 2016 JGS/JTS ACP-04 (Rev. 6111) Evaluated for Certification: October 18, 2016 h' 4-4L A oci ted Laboratories, Inc. Authorized for Certification: October 18, 2016 Americar4rchitectural Manufacturers Association Florida Building Code Online 7 Page 1 of 3 to it t Fti .-. e. 6iiN ya 4 w .. , 'u'-` N BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BC[S Site Map I Links ( Search bor ApprovalQfbu.psr--Puc tll : c UserM= Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL21639-R1 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 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@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE W. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2008 AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/03/2017 Date Validated 10/03/2017 Date Pending FBC Approval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9xV 7TJKGeeb... 3/ 19/2018 Florida Building Code Online Page 2 of 3 Date Approved Summa 10/09/2017 FL # I Model, Number or Name Description 21639.1 1620-1630 PW 73 x 61 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21639 R1 C CAC APC 15963.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/17/2021 Design Pressure: +55/-55 Installation Instructions Other: LC-PG55 FL21639 R1 II 08-03005.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21639 R1 AE 513868.odf Created by Independent Third Party: Yes 21639.2 1620-1630 PW 72 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21639 R1 C CAC APC 15961.odf Approved for use outside HVHZ: Yes FL21639 R1 C CAC APC 15984.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 08/26/2021 Other: LC-PG55 Installation Instructions FL21639 R1 II 08-03006.1)df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21639 R1 AE 513869.pdf Created by Independent Third Party: Yes 21639.3 1620 1630 PW 84 x 48 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21639 R1 C CAC APC 15962.pdf Approved for use outside HVHZ: Yes FL21639 R1 C CAC APC 15983.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 08/26/2021 Other: LC-PG40 Installation Instructions FL21639 R1 II 08-03007.1)df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21639 R1 AE 513870.odf Created by Independent Third Party: Yes 21639.4 1620-1630 PW 96 x 48 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21639 R1 C CAC APC 15925.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/15/2021 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL21639 R1 II 08-03008.1)df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21639 R1 AE 513871.pdf Created by Independent Third Party: Yes 21639.5 1620-1630 PW 73 x 75 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21639 R1 C CAC APC 15954.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/15/2021 Design Pressure: +55/-55 Installation Instructions Other: LC-PG55 FL21639 R1 II 08-03003.1)df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21639 R1 AE 513866.pdf Created by Independent Third Party: Yes 21639.E 1 1620-1630 PW Impact 73 x 75 Insulated Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Certification Agency Certificate FL21639 R1 C CAC APC 15955.odf Quality Assurance Contract Expiration Date 08/15/2021 Installation Instructions http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9xV 7TjKGeeb... 3/ 19/2018 pl C ln ti 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 1X 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 RIGID PVC. 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 ' REV DESCRIPTION DATE APPROVED 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 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 #8 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=33KS1/FU=52KS1 OR ALUMINUM 5063—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. I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTION NOTES 2 — 3 ELEVATIONS 4 — 9 INSTALLATION DETAILS SIGNED: 1211912016 MI WINDOWSLLC P.,IlLf0(//i-, PDOONRSLAKESIDEPARKWAY FLOWER MOUND, TX 75028 GENsqd,'y D 5 *= SERIES 1620/1630 PW*• NON —IMPACT 73"X61" ITNOTES n 'c1OR10P % Z' tT • • G DRAWN: Dwc No. REV 08 sosoos i//S/ONA t LUIS R. Lomas P.E. FL No.: 62514 SRCALE DATENTS 11/30/16 1 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rIl0maSCalrl0maspe. 73 1/8" MAX FRAME WIDTH 4" MAX — 12" MAX O.C. 17 4" MAX 4" MAX 4" MAX L 12" 61 MAX O.C. MAX FRAME HEIGHT L 4" MAX FOR NUMBER OF ANCHORS REQUIRED SEE CHART #1 Frame Height 1 24.00 1 4" MAX 12" MAX O.0 MAX T FRAME HEIGHT 4" MAX 73 1/8" MAX FRAME WIDTH 12" MAX O.C. 4" MAX 162011630 PIN EXTERIOR VIEW (DESIGNER) FINLESS & FLANGE INSTALLATION FINLESS & FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 55.OPSF NONE r of anchor locations re Frame width (in 48. 00 54.4 REVISIONS I REV I DESCRIPTION I DATE I APPROVED NOTES: 1. MAXIMUM D. L. O.: 68 1/2"X 56 112" FOR NUMBER OF ANCHORS REQUIRED SEE CHART #1 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1620/1630 PIN NON —IMPACT 73"X61" FINLESS & FLANGE ELEVATIONS DRAWN: DwG NO R. L. 08-03005 SCALE NTS IDATE 11/ 30/16 sREET2 OF 9 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasOa lrlomaspe m SIGNED: 1211912016 P. i 1L104f eIvq' STAT 5E w= REV Q 0R(OP• \ Al1 G`\ Luis R. Lomas P. E. FL No.: 62514 E N FR HE 3" MAX 1 3" MAX 8" MAX O-C. 1" AX NME GHT J 3" MAX REVISIONS REV I DATE APPROVED 73 1/8" MAX FRAME WIDTH 3" MAX 3" MAX f----F- 8" MAX O.C. --{ 3" MAX 3" MAX 8" MAX O.C. 61" MAX FRAME HEIGHT 1 1 162011630 PW 162011630 PW FOR NUMBER EXTERIOR VIEW ( RECTANGULAR) EXTERIORVIEW(DESIGNER) OF ANCHORS FIN INSTALLATION FININSTALLATION REQUIRED DESIGN PRESSURE RATING IMPACTRATING SEE CHART #2 55. OPSF NONE Height 1 24.00 in) I H&S IJa NOTES: 1. MAXIMUM D. L. O.: 68 112" X 56 112" FOR NUMBER OF ANCHORS REQUIRED SEE CHART #2 Chart92 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 r of anchor locations required Frame width (in) 48. 00 1 54. 00 60.00 66.00 72.00 73.13 SERIES 1620/1630 PW NON —IMPACT 73"X61" FIN ELEVATIONS nb H& S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb 4 7 4 7 4 8 4 1 9 4 10 4 10 4 7 4 7 4 8 4 9 4 10 4 10 4 DRAWN: R.L. DWG No. 08-03005 i 7 6 7 6 8 6 9 6 10 5 10 6 i 7 6 7 6 8 6 9 6 10 6 10 6 7 7 7 7 8 7 9 7 10 7 10 7 DATE 11/30/16 s"E 3 OF 9 7 7 7 7 8 7 9 7 10 7 10 7 L. RORERTO COMAS P. E. 1432 WOODFORD RD LEWISVILLE, NC 27023 r434-688-0609 rllomasgirlomaspe.com l 7 8 7 8 8 8 9 8 10 8 10 8 1 7 8 7 8 8 8 9 8 10 8 10 8 Allk SIGNED: 1211912016 v,•\ GENS• giP 0„ 8 251 0 • TTAATT r OF w REv ii/' c S c[0RVDt 170NAt1Ea\\\ Luis R. Lomas P. E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT BACKER ROD APPROVED 2J SHIM SPACE SEALANT orZ J 8 WOOD SCREW EXTERIOR INTERIOR 8 WOOD SCREW SILL TO BE SETOINABEDOF APPROVED SEALANT BACKER ROD APPROVED SEALANT LJ a 1/4" MAX. SHIM SPACE J WOOD FRAMING OR 2X BUCK 1 1/4" MI BY OTHERS EMBE MENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE M ETAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 8 SMS OR SELF DRILLING SCREW rrnl ^n # 8 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR 1 1/2" MIN. 3/4" MIN. ca INTERIOR EDGE DISTANCE EDGE 8 WOOD OSCREW LEI WOOD FRAMING EXTERIOROR2XBUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION DISTANCE i 8 SMS OR a o SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS DESCRIPTION DATE I APPROVED 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 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1620/1630 PW NON -IMPACT 73"X61" FINLESS INSTALLATION DETAILS DRAWN'. DWG NO. R.L. 08-03005 SCALE NTS DATE 11/30/16 1SHE ET4 OF 9 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasLaaldomaspe.aom SIGNED: 1211912016 J5 RI I l lO/ ii 0,,8 251 STAttT E OF REv is.;COR10p:'G` Luis R. Lomas P.E. FL No.: 62514 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS d ea d 1 1/4" MIN. OPTIONAL IX BUCK e. d EMBEDMENT SEE NOTES 3 - 7 SHEET 1 BACKER ROD 4" MAX. APPROVED SEALANT O o SHIM SPACE D3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON BACKER ROD O SILL TO BE SET APPROVED o¢ IN A BED OF SEALANT APPROVED SEALANT OPTIONAL IX BUCK a 1/4" MAX. SEE NOTE 3 - 7 q SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS 1 1/4" MIN d - e EMBEDMENT 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION 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 E2112 REVISIONS ' I REV DESCRIPTION DATE APPROVED 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON a c INTERIOR 2 1/2" a MIN. EDGE U0o DISTANCE 1 EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1620/1630 PW NON -IMPACT 73"X61" FINLESS INSTALLATION DETAILS DRAWN: DWG NO. R.L. 08-03005 77E NTS DATE 11/30/16_I s"E"5 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 TllomasOalAomaspe.com SIGNED: 1211912016 J\ R I tt //// ENSFgcn 0,.6 51 TM t REV ssoaAi.E G\\. Luis R. Lomas P.E. I FL No.: 62514 1/2" MIN. 3/4" MIN REVISIONS EDGE DISTANCE EDGE DISTANCE REv DESCRIPTION DATE APPROVED WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. 1/4" MAX. EMBEDMENT METAL SHIM SPACE t STRUCTURE BY OTHERS BACKER ROD 551 1/4" MAX. APPROVED 5 APPROVED Z SHIM SPACE SEALANT SEALANT o oct D 8 WOOD SCREW O #8 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR 8 SMS OR 8 WOOD SCREW SELF DRILLING SCREW NOTES: OSILL TO BE SET SILL TO BE SET 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, ocrs I IN A BED OF IN A BED OF NOT SHOWN FOR CLARITY. BACKER ROD a APPROVED SEALANT BACKER ROD u APPROVED SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE APPROVED APPROVED DESIGNED IN ACCORDANCE WITH ASTM E2112 SEALANT 1/4" MAX. SHIM SPACE SEALANT q r 1/4" MAX. q 1 SHIM SPACE METAL WOOD FRAMING STRUCTURE OR 2X BUCK BY OTHERS MIN/ 4 BY OTHERS EMBEDMENT 1/2" MIN 3/4" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1 1/4" MIN. 1/4" MAX. 4" MAX, S1HIM SPACE EMBEDMENT SHIM SPACE J 3/4" MIN. 1/2" MIN. EDGE SIGNED: 1211912016 EDGE DISTANCE DISTANCE INTERIOR INTERIOR MI WINDOWS AND DOORS LLC 11r1i111r 1900 LAKESIDE PARKWAY 8 WOOD 8 SMS OR FLOWER MOUND, TX 75028 GENSF SCREW o 0 SELF DRILLING SCREWS SERIES 1620 1630 PW NON —IMPACT 73"X61" 0y&1251 *= WOOD FRAMING FLANGE INSTALLATION DETAILS STATE OF OR 2X BUCK EXTERIOR METAL EXTERIOR DRAWN Owc No. REV i'0• R - 10;• ` BY OTHERS BYROTHERS CKER ROD RcnLe 08 o65 ss1ONIlAIt1V G\\\\ BACKER ROD JAMB INSTALLATION DETAIL AA SEALANT JAMB INSTALLATION DETAIL NITS DATE 1 1 /30/1 6 sOE OF 9 APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT METAL STRUCTURE INSTALLATION L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 7432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 rllomasOlrlomaspe.00m 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a d 1 1/4" MIN. OPTIONAL 1X BUCK d a EMBEDMENT SEE NOTES 3 — 7 SHEET 1 a BACKER ROD APPROVED 1/4" MAX.O SEALANT oE? SHIM SPACE 0 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON BACKER ROD SILL TO BE SET APPROVED oa IN A BED OF SEALANT APPROVED SEALANT gg21OPTIONAL1XBUCK 1/4" MAX. SEE NOTE 3 — 7 q SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS 1 1/4" a as MIN EMBEDMENT 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION 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 E2112 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY REVISIONS REV DESCRIPTION DATE I APPROVED 1/4" MAX. SHIM SPACE BY OTHERS v o OPTIONAL IX BUCK SEE NOTES 3 — 7 a SHEET 1 3/16" TAPCON o ° c INTERIOR 2 1/2" MIN. EDGE a ° DISTANCE EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1620/1630 PW NON —IMPACT 73"X61" FLANGE INSTALLATION DETAILS DRAWN: DWG N0. R.L. 08-03005 77 NTS DATE 11/30/16 1SHEET OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@Irlomaspe.com REV SIGNED.' 1211912016 5 R. r rLro r- E6 N 0 51 *:. 0; 5T(,A T1F` oS FC0R O?: isIONAt` Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EX I EHIUH INTtHIUH 3/8" MIN EDGEDISTANCE 6 WOOD SCREW APPROVED 1 1/4" M EMBEDME SEALANT BEHIND FIN 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 E2112 WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE I 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS REVISIONS DESCRIPTION DATE I APPROVED 1MAX SHIM SPACE WOOD FRAMING BY OTHERS 6 WOOD SCREW INTERIOR 1 1/4" MIN. Glo EMBEDMENT 00 APPROVED SEALANT F ull- BEHIND FIN 3/ 8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211912016 MI WINDOWS D LLC 1t1 LAKESIDE PARKWAY RLO 1 5FLOWER MOUND, TX 75028 GENs9,y. 0 51 *= SERIES1620/1630 PW NON — IMPACT 73"X61" FIN WITH J CHANNEL INSTALLATION DETAILS STATE OF` 0. FCORlVIi" S; • G DRAWW. Dwc No. RI R.L. 08-03005 7jNfllllll\ Luis R. Lomas P.E. FL No.: 62514 SCALE NTS DATE 11/30/16 SHEETS OF 9 L. ROBERTO LOMAS P.E. 1432 WOOOFORD RD LEWISVILLE, NC 27023 434- 688-0609 rIIomas@Irlomaspe.00m APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXItmium /NI tHIUFf 3/8" MIN EDGE DISTANCE 6 WOOD SCREW APPROVED SEALANT BEHIND FIN 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 E2112 WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS REVISIONS DESCRIPTION 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS 6 WOOD SCREW INTERIOR 1 1/4" MIN. EMBEDMENT LJuoAPPROVED SEALANT BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 1620/1630 PW NON —IMPACT 73"X61" FIN INSTALLATION DETAILS DRAWN: DWG N0, R.L. 08-03005 scA NTS DATE 1 1 /30/ 1 6 1SHEET 9 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@lrlomaspe.com DATE I APPROVED SIGNED: 1211912016 IR 11LIo q % 3.•.EIVSF,s 0 6 5,1,9 TTA((F11ccE OF jEv'° C`•F,<OR1OP• ss/0111III 0' G\ Luis R. Lomas P.E. FL No.: 62514 FL 216 3 9 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville NC, 27023 Report No.: 513868 434-688-0609 Rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors LLC 1900 Lakeside Parkway Flower Mound, TX 75028 Product Line: Series 1620/1630 PW — Non -Impact 73" x 61" Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval documents: drawing numbers 08-03005, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: ATI G1775.01-109- 47 signed by Timothy J. McGill. Architectural Testing, Inc., York PA. AAMANVDMA/CSA 101/I.S.2/A440-08 Design pressure: ±55.14psf Water penetration resistance 12.11 psf 3. Anchor calculations, report number 513868-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: ±55.Opsf Maximum unit size: 73 1/8" x 61" Units must be glazed per ASTM El300-04/09. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be Rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval documents, 08-03005. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 N5 R "L!d iiti! x E IV %94P 9( P • 4-TAT 0 514F c, ONAL Luis R. Lomas, P.E. FL No.: 62514 12/ 19/2016 car j2e W ) (q oad Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/I.S.2/A440-08 LC-PG55-1857x1549 (73x61)-FW COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 1620/1630 PW FRAME MI Windows & Doors, LLC 15963 FIN, FLANGE & FINLESS) 1857 mm x 1549 mm Code: MTL PVC)(0)(OG) 6'1" x 5'1") INS PVB LAM GL)(ASTM) This Certification will expire August 17, 2021 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Intertek-ATI Report No.: G1775.01-109-47 Date of Report: October 19, 2016 JGS/JTS ACP-04 (Rev. 6/11) Evaluated for Certification: October 20, 2016 414- A(!oci ted Laboratories, Inc. Authorized for Certification: October 20, 2016 American hitectural Manufacturers Association Florida Building Code Online Page 1 of 2 BCIS Home ',, Log In I User Registration Hot Topics ',, Submit Surcharge Stats & Facts ',, Publications i FBC Staff BCIS Site Map Links E Search FiQ Cil prProduct Approval USER: Public User Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL5896-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Amerimax Home Products Address/Phone/Email 450 Richardson Drive Lancaster, PA 17604 717) 298-3714 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email 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 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 12/31/2018 Validated By Ryan J. King, P.E. W, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL5896 R4 COI (a) Cert of Independence.pdf Standard TAS 100A TAS 202, 203 Method 1 Option D Year 1995 1994 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquw6mPIZhp%2... 3/ 19/2018 Florida Building Code Online Page 2 of 2 Date Submitted 09/08/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/18/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 5896.1 a. Standard "V" Panel 12" perforated "V" Panel and 12" solid "V" panel Aluminum soffit Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5896 R4 II (a) Inst 5896.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5896.1 for Design Pressure Ratings, any FL5896 R4 AE (a) Eval 5896.1.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Gard Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquw6mPlZhp%2... 3 / 19/2018 OME PRODUCTS, INC. 450 RICHARDSON DRIVE, LANCASTER, PA 17604 PHONE: 717-228-3714 STANDARD V PANEL & STANDARD PERFORATED V PANEL ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida BuildingCode (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 4. For design pressure ratings see chart this sheet. 5. Wood/CBS wall construction by others, must be designed properly to receive loads from the soffit and/or 2" x 2' batten strips. 6. All connectors shall be corrosion resistant. 7. Aluminum soffits shall conform to the specification and labeling requirements of FBC Section 1709.10. 8. The perforated panel soffit has been tested for Wind Driven Rain according to TAS 100(A). TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevation, design pressures & general notes 2 Typical anchoring details & soffit details 3 Typical anchoring details & soffit details 4 Bill of materials & components ALUM. 3105H25 12" STANDARD V PANEL MAX 24" SPAN) 2, o L M 6 Ns9zIc'f 0` om Y'•. y a c of n Z n m z V N ' v Z U Z V m n L O C W 0a p oa NMa mD: am 0 E oZ C W S 3` d z>w to V) 0— U C J¢ Z W J ZE W M W n Z a¢ n w a O Z 0 WrALUM.3105- H25 12" STANDARD PERFORATED V PANEL MAX 24" SPAN) DESIGN PRESSURE ( PSF): n w SOFFITTMODEL DATE: 03 23/09 POSITIVE :NEGATIVESCALE: N. T.S. 12" STANDARD V PANEL SOFFITT +50.0 -50.0 DWG. BY: DWS 12" STANDARD V PANEL SOFFITT CHN. BY: LFS DRAW NG NO.: 500 -50.0 PERFORATED) FL-5896.1 SHEEP I OF 4 TYP INSTALLATION ON A WOOD WALL tXI IM IS HORIZON Ut1A1L A J CHANNEL INSTALLATION MAL ROOF PITCH VARIES AFTER (G = 0.42 OR BETTER) 4X. 2N' O.C. SPACING W O.C. MAX. ETAIL "A" FOR J CHANNEL INSTALLATION SEE DETAIL "B" FOR SOFFIT INSTALLATION (TYP.) EXISTING STRUCTURE DETAIL I SOFFIT INSTALLATION 7' MAX. ACTUAL ROOF PITCH VARIES RAFTER (G = 0.42 OR BETTER) MAX. 24" O.C. SPACING MBEDMENT 4 4 9 ° 24" O.C. ° EDGE X• ° DISTANCEe4 4 d ° c — 4 TYP INSTALLATION ON A CBS WALL L SEE DETAIL 'W FOR J CHANNEL INSTALLATION SEE DETAIL "B" FOR SOFFIT INSTALLATION (TYP.) INSTALLED AT EACH PANEL OVERLAP JOINT I7' MAX. O.C.) gz M Q_Z J n z 4q` y j M m rrq n1T I Z0.0 z m U N Em CZ U m o S, o'taNM C W O LmD. a E Co o ° 9Z w ` CIJ 8 JTd aaa u2 N m N F W Z O Q J o ono mz 1 Z U DATE; 03 23109 z O SCALE: N.T.S. Dwc. er: DWS m cHK. er: LFS 3 DRAWING NO.: m FL-5896.1 0ro SHEET 2 OF 4 MAX. 24" O.C. MAX. SPACING FOR THE STRUCTURAL SUPPORT BY OTHERS) OF THE 2" X 2" BATTEN STRIPS ED AT EACH OVERLAP JOINT. u SEE DETAIL "A" SHEET #2 FOR J CHANNEL INSTALLATION SEE DETAIL "B" SHEET #2 3 2 1 7 8 FOR SOFFIT INSTALLATION TYP INSTALLATION ON A WOOD WALL 3 24" MAX. 24" O.C. MAX. SPACING FOR THE STRUCTURAL SUPPORT BY OTHERS) OF THE 2" X 2" BATTEN STRIPS ALLED AT EACH P JOINT ACTUAL ROOF PITCH VARIES RAFTER (G = 0.42 OR BETTER) MAX. ZV O.C. SPACING 6" O.C. MAX. 7') BATTEN ST O.C. MAX. ACTUAL ROOF PITCH VARIES RAFTER (G = 0.42 OR BETTER) MAX. 24" O.C. SPACING SOFFIT OVI CUT OU Cl U(TYP., r1LOVERLA a a 16"O.C. 7 8 MAX. ` d EDGE d ° DISTANCE 4 SEE DETAIL "A" SHEET #2 a ° d FOR J CHANNEL INSTALLATION SEE DETAIL "B" SHEET #2 ` I 2 1 7 8 FOR SOFFIT INSTALLATION 9 TYP INSTALLATION ON A CEPS WALL 24" O.C. MAX. 3 1 LOOKING UP ® SOFFIT 3 N.T.S. Av o& rUM Zcm Z Q;t ofYgyp` o co l m MQwigomm IJI I111OnVN •• z a Z o Z V mLo CW LL Nn 7a=mamamL. 6 v zyE o JOJd : J U> c J cn~ U w0 pJ o0 o 0Jzo O J W ZO xz¢ Qcn aawoa adi 5TYP. I 7I I)I I I N m n N = Z Wo 03/ 23/09 z E: N.T.S. ev: DWS m BY, LFS ; if MG NO.: P FL- 5896.1 a 1 3 or 4 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 STANDARD V PANEL SOFFIT 0.017' THK. ALUMINUM 3105 H25 ALUMINUM 2 STANDARD PERFORATED V PANEL SOFFIT 0.01 T' THK. ALUMINUM 3105 H25 ALUMINUM 3 STANDARD "J" CHANNEL 0.0175" THK. ALUMINUM ALUMINUM 4 11GA. 0.125" MIN. x I'LONG ROOFING NAIL WITH 7/16" DIA. HEAD STEEL 5 8 x l" PPH SMS STEEL 6 7' x 7' BATTEN STRIP SOUTHERN YELLOW PINE G = 0.55 OR BETTER WOOD 7 10d COMMON NAIL 3" LONG STEEL 8 8 x 2-1 /2" PFH WOOD SCREW STEEL 9 3/16" x 2-3/4" ELCO ULTRACON CONCRETE SCREW; EMBEDMENT = 1.25' MIN., EDGE DISTANCE = V MIN., CENTERLINE TO ADJACENT ANCHORS = 4" MIN. STEEL SUBSTRATE NOTES: 1. WOOD SUBSTRATE: G = 0.42 OR BEER 2. MASONRY SUBSTRATE: 3,000 PSI CONCRETE (ACI 301) OR HOLLOW BLOCK (ASTM C90). V' PANEL A R Ftow SOFFIT FREE FLOW AREA % FREE FLOW Wprj) .AREA PERFORATED 11.23 7.8% I.R..250'TYP. 077' MIN t VIEW A - A PERFORATION DETAIL 2X SCALE 0 j °°°°°°°°°°°°°°° n n n n n n n n 6" 1.21" TYP. O.R..020"TfP. T I Fes— .250" tea: m z I I S'• 64 0Nci O.R..020'TYP6". m 0 6" 259' Tl I 250" 0.2T' z 1" " m0 OSTANDARD V PANEL SOFFIT RIB .125 R X .02 OF. r A o i= \ 030" I R.085" r L lll! ;0°000°0 „ o CV N II r iiii illl[]II o.12S' VIEW SHOWN L--A LTyp' 1TYP. o FOR REFERENCE 0. 25' P. 4700N R.050"TYP. 812" OUTSIDE C3 ' 2' O STANDARD "J" CHANNEL a A OSTANDARD PERFORATED V PANEL SOFFIT 0. 27'ci oRIB . 125 R X .02 DP. SCALE: N.T.S. DWG. BY: DWS CHK. BY: LFS DRAWING NO.: FL- 5896.1 SHEET 4 OF_A_ Florida Building Code Online Page 1 of 2 iT":r r `ST ,¢F ` .i4ap rP i-s`" Lk' S 4 L. b0 8 0 All la r 3, BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications ( FBC Staff BCIS Site Map Links Search Florida Product Approval arUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived r7l Product Manufacturer CertainTeed Corporation -Roofing Address/ Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark. d.harner@saint-gobain.com Authorized Signature Mark Harper mark. d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/ Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Asphalt Shingles 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE W Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.Ddf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahI gO7CSsoy... 3/19/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Date Revised 01/24/2018 Summary of Products FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.1)df Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.1)df Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M in M EChec4 M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahl g07CSsoy... 3/19/2018 Rwf/ ski A16!-LE January 1, 2017 g !riR W 3r JTRINi 4 NNt111 ERD Certificate of Authorization #9503 RE: Certification of Independence, Florida F.A.C. Rule 61 G20-3 To Whom It May Concern: This letter serves to document the following in accordance with Florida F.A.C. Rule 61 G20-3: I . Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. Building Code Evaluations issued by TrinitylERD and Robert Nieminen, P.E. are not, in anyway, to be construed to mean or imply that TrinityJERD or Robert Nieminen, P.E. are the Designer of Record for any project on which the Evaluation Report is/was used for permitting or design guidance unless retained specifically for that purpose on a given project. Please contact our office with any questions. Sincerely, Robert Nieminen, P.E. Florida Reg. No. 59166 Vice President Email: robertnieminen@trinityerd. com TRINITVIERD WA: 80 Yesler Way, Suite 200 Seattle, WA 98104 P: (206) 467-0054 F: (206) 267-0272 CT: 353 Christian Street, Unit 13 Oxford, CT 06478 P: (203) 262-9245 F: (203) 262-9243 } K SC: 10 Mauney Court Columbia, SC 29201 P: (803) 988-8133 F: (803) 988-8111 HI: 735 Bishop Street, Suite 430 Honolulu, HI 96813 P: (808) 535-3144 F: (808) 535-3147 ACCREDITED - um CertainTeed Shingle Applicator's Manua Lmuimted Shingles Unlh=k Series and Landmark' Ti YOUR OBJECTIVE: Z90° To learn the correct procedure for installing z60' (21112) Laminated shingles. STEEP Slope Application over 21/12) LANDMARIC" SERIES AND LANDMARIf" n I I eTAYnAnn Landmark shingles have the installer -friendly WideTrack QV feature, which provides 11/2" wide nailing area and specially for- mulated Quadra-Bond laminating adhesive See Figure 12 3). Landmark Special is impact resistant and is specially manufac- tured with a reinforced fiberglass scrim to meet UL 2218 Class 4 impact resistance rating. NOTE: Landmark Special must be installed over a clean deck (no roof-overs) to obtain the UL 2218 rating. It is strongly recommended that impact resistant cap shingles made from XT 30 IR shingles be installed on all hips and ridges. Some insurance carriers may not consider the roof system as compliant to UL 2218 Class 4 without impact resistant cap shingles. Landmark TL is unique because its patented Tri-Laminate"' design combines three layers of material to provide a dramatically thick shingle with a wood shake style. With the exception of Landmark TL, closed -cut valleys are preferred by CertainTeed when applying these shingles. Open valleys are recommended when applying Landmark TL; however closed -cut valleys are also acceptable. Woven valleys are not recommended for Landmark TL because the tri-laminated shingle can buckle and become damaged when shaped into the valley. Nails are required as fasteners for Landmark TL, staples are not allowed. STANDARD OR STEEP SLOPE UNDERLAYMENT Shingle underlayment* meeting ASTM D 4869 Type I standards is suggested. CertainTeed's Roofers' Select—,, ShingleFelt—,, or RoofWrap— is preferred. LOW SLOPE UNDERLAYMEN P One layer of WinterGuard— or its equivalent*, or two layers of 36" (915 mm) wide felt shingle underlay- ment lapped 19" (485 mm) must be applied over the entire roof. IMPORTANT: When installing LandMark TL on low slopes, one layer of WinterGuard or an equivalent waterproofing shingle under- layment must be applied over the entire roof. Applying two layers of felt shingle underlayment is not an acceptable alternative to WinterGuard. One layer of shingle underlayment meeting ASTM D4869 applied over the required WinterGuard is also recommended Application up to 21/12) 18.5' (4112) Low Slope Application (below 4/12) z9.51(2/12) Do Not Apply Shingles Below 2/12 Slope z01(0/12) Figure 12-1: Slope definitions. THE ROOF DECK* MUST BE AT LEAST: 3/8" (9.5 mm) thick plywood, or 7h6" (11 mm) thick non -veneer, or nominal 1" (25 mm) thick wood deck. COLD WEATHER CLIMATES (ALL SLOPES): Applying WinterGuard or its equivalent* is strongly recommended wherever there is a possibility of ice build-up. FLASHING: Corrosion -resistant flashing must be used to help prevent leaks where a roof meets a wall, another roof, a chimney or other objects that penetrate a roof. SEALING: Shingle sealing may be delayed if shingles are applied in cool weather and may be further delayed by airborne dust accumulation. If any shingles have not sealed after a reasonable time period, hand sealing may be necessary. CAUTION: To prevent cracking, shingles must be sufficiently warm to allow proper forming for hips, ridges and valleys. WARRANTY: These shingles are warranted against manufacturing defects and are covered by SureStart" protection. See the warranty itself for specific details and limitations. For technical questions, information on acceptable o alternative application methods and materials, m or a copy of the product warranty, contact the i Eto2 sources listed below: 3 a= o Your supplier or roofing applicator CertainTeed Home Institute 800-782-8777 CertainTeed-RPG Technical Services 800-345-11451 I I 113 Shingle FASTENING Roof Deck Proper Crooked Under- Over - Nailing Driven Driven Figure 12-2: Proper and improper nailing. IMPORTANT. For decks 3/4" (19 mm) thick or thicker, nails must go at least 3/4" (19 mm) into the deck. On thinner decks, nails must go at least 1/8" (3.2 mm) through the deck. Nails must be I I- or 12-gauge roofing nails, corrosion -resistant, with at least 3/8" (9.5 mm) heads, and at least 1" (25 mm) long. LandMark T'L requires nails at least 11/4" long. LOW AND STANDARD SLOPE WIDETRACK QB METRIC DIMENSIONS 12" 143/4" 12" 1—(305 mm)---(375 min)---(305 min)--j I~1" (25 mm) R Tape 1" (25 mm)il 1112" Nailable . Area WIDETRACK QB ENGLISH DIMENSIONS 12" 12" 12" F-(305 mm)---(305 mm)----(305 mm)- l I- 1" (25 mm) 1" (25 mm)--I -+- LANDMARK TL Nail Area for } 131/2" 13" 131/2" Low & Standard ; 1 -(343 mm)—(330 mm)—--(343 mm)— Slopes l ._1" (25 mm) 1" (25 mm) { Nail Area for Avoid Placing I pY '%JJ [//jISteepSlopesNailsAlong Y,%/,I V i This Line Release Tape FRONT BACK Sealant Strips UNDERSIDE Quadra-Bond OFTOP - LAMINATE LAYER Four laminating adhesive strips for a stronger bond. Figure 12 3: WideTrack QB"features a wider nail area and extra-strongQuadra-Bond construction. Figure 12-4: Use four nails for every full shingle. 114 Chapter12 CERTAINTEED SHINGLE APPLICATOR'S MANUAL STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D 4586 Type 11. Apply 1" spots of asphalt roofing cement under each corner and at about 12" to 13" in from each edge. WIDETRACK QB METRIC DIMENSIONS 12" —143/4" 12" 305 mm) (375 mm) (305 mm) 1 "(25 mm) 1 "(25 mm) Nail Area Release Tape i For Steep 25 mm) y— — — — (25 mm) i Rooting Cement WIDETRACK QB ENGLISH DIMENSIONS V-1 25 mm) LANDMARK TL r95 mml— — — — Figure 12-5. Use six nails and four spots of asphalt roofing cement on steep slopes. 11, 25 mm) r 5 mm1 CAUTION: Excessive use of roofing cement can cause shingles to blister. ONE CLEAN--D- CK APPLICATION METHOD FOR E'NGLI'SH` DIME"N'Sf0'N SHINGLES flVE-(O1JRSE DIAGONAL METHOD ("SEVINS AND FOMEENS-) PREPARING THE DECK: Apply underlayment as required. CertainTeed suggests that a layer of shingle underlayment be applied. For UL fire rating, underlayment is generally required. Apply flat and unwrinkled. Snap horizontal and vertical chalklines to assure shingles will be correctly aligned. Expose all shingles 5" (125 rum). CAUTION: Use of other installation methods may result in an objectionable pattern. Figure 12-6.• Standard slope underlayment and starter drip edge details. STARTER COURSE: 1. Use CertainTeed Swiftstart or Universal Starter, or use standard three - tab self-sealing shingles with the lower 5" tab portions removed to provide starter shingles that are 7" in height (Figure 12-7). 36" (915 mm) Full Length Starter Shingle 7" (180 mm) II II I I Removell these pllortions I-----t----- it_____ J Figure 12-T Make starter shingles by removing the lower 5" tabs. 2. For the first starter, cut 7" from one side of the starter shingles. 3. Apply the 29" piece to the lower left corner of the roof. Make sure there is 1/2" overhanging the rakes and eaves if drip edge is being used. If you are not using drip edge, make the overhang -3/4". 4. Use full 36" long, 7" wide starter shingles for the rest of the course. CERTAINTEED SHINGLE APPLICATOR'S MANUAL Chapter-12 115 1ST COURSE: Apply a full shingle at the lower left corner of the roof. Make the lower edge and left edge lie flush with the edges of the starter course (Figure 12-8). 2ND THROUGH 5TH COURSES: TWO CLEAN -DECK APPLICATION METHODS FOR` METRIC DIMENSI'Ok AND LANDMARK TL SHINGLES CAUTION! Failure to follow instruction steps 1-5 below will bring * FLVE-COLIRSE DIAGONAL METHOD. (6" AND 11 ") joints too close together and may cause unattractive patterns! FIVE -COURSE DIAGONAL METHOD F5s/a" AND 11114") NOTE: The 6" and I I" method is shown below. The 55/8" and 111/4" 1. Cut 7" off the left end of the first shingle and save this piece for later method follows the same application instructions as the 6" and 11" use. Apply the 29" long piece over and above the first -course shingle. method except the dimensions of the shingle cut-offs in the second Leave the bottom 5" tab portion of the first -course shingle exposed and third courses are 55/8" and 11 t/4" respectively. Figure 12-8). CAUTION: Use of other installation methods may result in an 2. Cut 14" off the first shingle of the third course and save this for later. objectionable pattern. Install the 22" long piece over and above the second -course shingle. PREPARING THE DECK- 3. Apply the previously removed 14" long piece over and above the third -course shingle. 4. Apply the previously removed 7" long piece from the second course over and above the fourth -course shingle. 5. Install a full shingle against the right edge of each shingle in courses one through five. CONTINUING UP THE ROOF: 1. Beginning again with a full shingle, repeat the five -course pattern up the left rake (Figure 12-10 — see B). 2. Fill-in courses across the roof in a stepped diagonal fashion using full shingles (Figure 12-10 — see A and B) . Do not run courses straight across. IMPORTANT: Do not align joints of shingles closer than 31/2" from one another. moo\OQ Apply underlayment as required. CertainTeed suggests that a laver of shingle underlayment be applied. For UL fire rating, underlay- ment is generally required. Apply flat and unwrinkled. Snap chalklines to assure shingles will be correctly aligned. Expose all shingles 55/8" 043 mm). STARTER COURSE: 1. Use CertainTeed Swiftstart Starter, or three -tab self-sealing shingles with the lower tab portions removed. Be sure that the starter shin- gles are at least 7 5/8" in height. (Figure 12 9). Starter Shingle 7 5/8" J I I Removell these pllortions I — — — — — IL — — — — — IL — — — — — I Figure 12-9: Make starter shingles that are 7518" in height. 2. For the first starter, cut 6" from one side of the starter shingle. 3. Apply the remaining piece to the lower left corner of the roof. Make sure there is 1/2" overhanging the rakes and eaves if drip eedg is b ing used. If you are not using drip edge, make the o 4. Use full length starter shingles for the rest of the course. e\a\ S ae aQ O 1Sa 1SLGo` SQ Goo Se 1a a S a Q Saved Q c,\h'oos Figure 12-8.•Applying theftrstScourses on a standards/ape. 116 Chapter12 CERTAINTEED SHINGLE APPLICATOR'S MANUAL Figure 12-10. Fine -Course Diagonal Method" installation schematic. For capping hip and ridge, apply CertainTeed Accessory" shingles of a like color. Air Flow Through Soffit Provide adequate ventilation under the roof deck to prevent harmful condensation in winter and heat build-up in summer. iyae` oDe;o9 oaec\ayn`e j Figure 12-11: Highlight of closed -cut valley details. Ij W) CERTAINTEED SHINGLE APPLICATORS MANUAL Chapter12 117 1ST COURSE: Apply a full shingle at the lower left corner of the roof. Make the lower edge and left edge lie flush with the edges of the starter course (Figure 12-12). 2ND THROUGH 5TH COURSES: CAUTION! Failure to follow instruction steps 1-5 below will bring joints too close together and may cause unattractive patterns! 1. Cut 6" off the left end of the fast shingle and save this piece for later use. Apply the 323/4" (34" for Landmark TL) long piece over and above the first -course shingle. Leave the bottom 55/8" tab portion of the first -course shingle exposed (Figure 12-12). 2. Cut I V off the first shingle of the third course and save this for later. Install the 273/4" (29" for Landmark TL) long piece over and above the second -course shingle. 3. Apply the previously removed I I" long piece over and above the third -course shingle. 4. Apply the previously removed 6" long piece from the second course over and above the fourth -course shingle. 5. Install a full shingle against the right edge of each shingle in courses one through five. CONTINUING UP THE ROOF: 1. Beginning again with a full shingle, repeat the five -course pattern up the left rake. 2. Fill-in courses across the roof in a stepped diagonal fashion using full shingles. Do not run courses straight across. IMPORTANT: Do not align joints of shingles closer than 3 t/2" from one another. V Q* p°\Qec`ti p\\Q S ae\aQ O \ Ea9° Q E a aQ s 1T Figure 12-12: Applying the first 5 courses of Metric dimension. Note: The LandAlark 7Z dimensions differ HIMNEY FLASHING Metal Step Flashing 2"(50 mm) .. • 7 „ Minimum (180 mm) 3"(75 mm) Minimum Figure 12-13: Step flasbing minimum dimensions. NOTE: Use 75/8" or more for Metric dimension and LandMark TL shingles. Fold down counter flashing over step flashing Counter ( I Flashing 1 I A,oiol 2"Lap Fasten Flashing To Roof Figure 12-14. Flashing around a cbimmey. 118 Cbapter12 CERTAINTEED SHINGLE APPLICATOR'S MANUAL 0,141 ROOF -OVER METHOD FOR ENGLISH DIMENSION SHINGLES PREPARING THE ROOF SURFACE FOR REROOFING Make the surface of the old roof as smooth as possible by replacing missing shingles. Split and nail flat all buckled, raised tabs and curling shingles. It's a good idea to cut old shingles back flush to the rakes and eaves. We suggest that you apply corrosion -resistant drip edge along the rakes and eaves, covering the edges of the old shingles. This will provide a uniform and straight edge that will help prevent water from seeping under the shingle edges. NESTING" COMBINED WITH. THE FIVE -COURSE DIAGONAL METHOD ("SEVENS AND FOURTEENS') NOTE: Nesting is preferred over "bridging" methods when reroofing because nesting sheds water best and looks better. Nesting, as described below, is an easy application over square -tab asphalt strip shingles with a 5" exposure. If you are covering a different type or size shingle, you may need to cut back the tabs so that nesting is possible. To do this, simply cut off the leading edge of all old shingles when they are lapped less than 2 t/2" by the new shingles. This permits a flat nested application that avoids lifted edges and slumps. Figure 12-15: Five -Course Diagonal, Nested STARTER COURSE: 1. Remove the tabs and the top 2" from standard self-sealing shingles, leaving 5" by 36" strips. 2. Cut 7" off the length of the first strip, apply the 29" remaining piece over the old first course at the lower left corner, overhanging the rakes and eaves 1/2" if drip edge is used, or 3/4" if no drip edge is used 3. Continue with full-length starter shingles along the eaves 1ST COURSE: 1. The first -course shingles are made of full LandMark shingles with 2" cut off the bottom of the tabs. 2. Align the first -course strips with the left and lower edges flush with the starter course. 2ND THROUGH 5TH COURSES: CAUTION! Failure to follow instruction steps 1-5 below will bring joints too close together and may cause unattractive patterns! 1. Cut 7" off the left end of the first shingle and save this piece for later use. Apply the 29" long piece over and above the first -course shingle. For this and all succeeding courses, align the top edge of the shingle to be applied with the bottom edge of old shingles in the next course. Exposure of first course only is reduced to 3". 2. Cut 14" off the first shingle of the third course and save this for later. Install the 22" long piece over and above the second - course shingle. 3. Apply the previously removed 14" long piece over and above the third -course shingle. 4. Apply the previously removed 7" long piece from the second course over and above the fourth -course shingle. 5. Install a full shingle against the right edge of each shingle in courses one through five. Remember that course one shingles are only 10" wide. CONTINUING UP THE ROOF: 1. Beginning again with a full shingle, repeat the five -course pattern up the left rake. 2. Fill-in courses across the roof in a stepped diagonal fashion using full shingles. Do not run courses straight across. IMPORTANT: Do not align joints of shingles closer than 31/2" from one another. TWO ROOF -OVER METHODS FOR METRIC DfMENSION AND LANDMARK TL SHINGLES The same methods used for clean -deck application of these shingles are used for roof-overs. Application of these shingles over English dimension shingles is not recommended — due to the high cost of workmanship and greater risk of worker error. NIPS AND, R-I'D`GE;S SHADOW -RIDGE'" ACCESSORY SHINGLES+OR -HIPS AND RIDGES Shadow Ridge shingles have an accented shadow he that is designed to complement these shingles. Simply fold along the pre-cut lines and detach individual cap pieces. Save valuable installation time compared to cutting 3-tab shingles. Figure 12-16 Shadow Ridge accessory shingles detach easily from three-piece units to make 72 individual cap pieces. CERTAINTEED SHINGLE APPLICATOR'S MANUAL Chapterl2 119 There are 24 three-piece units in each Shadow Ridge bundle, providing 72 individual caps that will cover 30 linear feet (333/4 linear feet, Metric) of a hip or ridge. Each English dimension cap piece is 12" by 12" (Metric caps are 13 t/4" by 97/8") and features clipped corners on the bottom edge of the exposed portion. APPLICATION IS AS FOLLOWS: 1. Apply shingles up to the hip or ridge on both sides, then trim flush. NOTE: The last course of shingles should have an exposure of 5" (55/8" for metric) or less when the shingle cap or ridge vent is fattened in place. Otherwise, a potential water leak could occur at exposed shingle end joints. The figures used in this section illustrate the application of accessory shingles over a ridge vent; application directly to the roof deck is very similar. 12" Apply Over305mm) Starter Shingle Figure 12-17: Apply afull cap shingle over the starter piece, flush with the bottom and side edges of the starter. 2. Install caps beginning at the bottom of a hip or at either end of a ridge. Apply a starter piece that has the bottom 5" (55/8" for metric) removed (Figure 12-18). Fasten the starter with two nails located about 3" from the rake edge, and I" in from each side edge. Make sure fasteners used to apply caps penetrate at least 3/4" into or through the decking. NOTE: To assist in proper alignment when ridge vent is not used, snap a chalk line parallel to the hip or ridge along the line where the side edges of the cap shingles should be. 3. Apply a full cap shingle over the starter (Figure 12-18), and place fasteners at 55/8" (6 t/4" for metric) up from the exposed bottom edge and 1" in from each side. Nails must not be exposed on the finished roof. All nail heads must be driven straight and must not cut into the shingle surface. n 95mm) Figure 12-18. Install cap shingles at their correct exposure and cover all fasteners. NOTE: Each cap has a laying/alignment notch at the top edge to center the piece on the ridge line, and two notches on each side to indicate the correct exposure and shadow -line placement Figure 12-19). The side notches of the cap being applied should be aligned with the top edge of the previously applied cap. 12' 305mm) 150mm) (150mm) t Notch for Centering 12" 305mm) Notches for Alignment to the Top Edge of the Previous Cap for 5' (125mm) Exposure 131 /4" 337mm) English Dimension 97/8,, 250mm) 415/16'. 415/16' 125mm) (125mm) t Notch for Centering Notches for Alignment to the Top Edge of the Previous Cap for 55/8' (141 mm) Exposure Metric Dimension 7' 180mm) A 75/8" 196mm) Figure 12-19 : Each Shadow Ridge shingle has a centering notch and two side -alignment notches to bete ensure proper placement 305mm) Laying Notch I I i I 5" 025mm) Figure 12-20: Use laying notches to center shingles on hips and ridges, and to locate the correct exposure. 120 Chapter12 CERTAINTEED SHINGLE APPLICATOR'S MANUAL HIP, RIDGE ARID RAKE SHINGLE APPLICATION I OUKTAIN RIDGE BIGH-PROR E Hl`P AND RIDGE ACCESSORY Use Mountain Ridge accessory shingles to cover hips, ridges or rake edges. One box will cover 20 linear feet. To prevent damage to shingles during application, they must be sufficiently warm to allow proper forming. FASTENING IMPORTANT: Use two nails to fasten each shingle. Nails must be minimum 13/4" (45 mm) long. For the 4" (100 mm) starter shin- gle, place fastener 1" (25 mm) in from each side edge and about 2" 50 mm) from the rake (or eave) edge, making sure the fastener goes 3/4" into the deck or all the way through. For each full Mountain Ridge shingle, place fasteners 85/8" (219 mm) up from its exposed butt edge and 1" (25 mm) in from each side edge. Sealant 4- Starter - Piece 85j8, Figure 12-21: Hip and ridge application. Apply the primary field roofing up to the hip or ridge from both sides of the roof and trim flush or lap over one side, not more than half the width of a Mountain Ridge shingle. Assure that the installed Mountain Ridge shingles properly cover hip and ridge field shingles on both sides and the field shingles applied along rake edges. For a rake edge installation, cut the field shingles flush to the rake edge. Apply Mountain Ridge shingles ensuring they fit securely against the rake board. To assist in proper alignment, snap a chalk line parallel to the hip, ridge or rake along the line where the side edges of the Mountain Ridge shingles should fall. Prepare a 4" Starter shingle by cutting off the lower 8" color gran- ule butt portion of one Mountain Ridge shingle. Apply the 4" starter piece (with sealant nearest the outer edge) over the bottom corner of the hip or rake, or on either end of the ridge, overhanging the corner or end by approximately 1&' and bending the starter shingle along its centerline to form into place (see figures below.) Install a nail on each side about 2" up from the starter shingle's exposed butt edge and 1" in from each side edge of the shingle. The 8" piece that was cut off may be used to finish the opposite end of hip, ridge or rake. Next, apply a full Mountain Ridge shingle over the installed starter shingle, bending it along its centerline and forming into place over the hip, ridge or rake, flush with the bottom and side edges of the starter shingle. Install a nail on each side of the shingle 85/8" up from the bottom edge and 1" in from each side edge. Continue application of the Mountain Ridge shingles along the hip, ridge or rake as shown. Expose Mountain Ridge shingles 8", covering all fasteners. Here's a Tip... in the winterput hip and ridge cap shingles inyour truck with the heater blasting for 20 minutes so the caps don't crack when formed. (Thanks to Mark DuL, Richmond, Mi.) C E R TA I N T E E D SHINGLE APPLICATOR'S MANUAL Chapter I2 NOTE: Blue italics indicates neiv or modified information. 121 Florida Building Code Online e , Page 1 of 2 ri ns a i!£ t 7 "'gym •'.'"" m„ BCIS Home Log In User Registration Hot Topics Submit Surcharge ':. Stats & Facts j Publications FBC Staff ( BCIS Site Map Links Search dbr a ; :a'tE Product ApprovalUSER: Public Useroaua, Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5325-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived F1 Product Manufacturer SDP Advanced Polymer Products, Inc. Address/Phone/Email 410-130 Bridgeland Ave Toronto, NON -US 866) 747-4035 Ext4 sdipede@sdp-products.com Authorized Signature Sandro Di Pede sdipede@sdp-products.com Technical Representative Sandro Di Pede Address/Phone/Email 410-130 Bridgeland Ave Toronto 416) 780-1700 sand rodipede@belInet.ca Quality Assurance Representative Sandro Di Pede Address/Phone/Email 410-130 Bridgeland Ave Toronto 416) 780-1700 sandrodipede@bellnet.ca Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 09/28/2018 Validated By John W. Knezevich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5325 R7 COI 2017 01 COI Nieminen.Ddf 1507.1.1 1507.2.9.2 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEV XQwtD qvB aw2 gXbdthv... 3 / 19/2018 Florida Building Code Online Page 2 of 2 1518.4 TAS 110 Product Approval Method Method 2 Option B Date Submitted 10/12/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products r i FL # Model, Number or Name Description 5325.1 PALISADE Roofing Synthetic Roofing Underlayments Underlayments Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL5325 R7 II 2017 10 FINAL ER SDP UNDERLAYMENTS FL5325- R7.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: 1.) PALISADE is for use in non-HVHZ and HVHZ jurisdictions. 2.) PALISADE SA -HT is not for Evaluation Reports FL5325 R7 AE 2017 10 FINAL ER SDP UNDERLAYMENTS FL5325- R7.DdfuseinHVHZ. 3.) Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M M ® gCeec. M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvBaw2gXbdthv... 3/ 19/2018 QOTRINITYIERD EVALUATION REPORT SDP Advanced Polymer Products, Inc. 410-130 Bridgeland Avenue Toronto, Ontario M6A 1Z4 Canada 866)747-4035 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 203) 262-9245 Evaluation Report S19010.07.09-R3 FL5325-R7 Date of Issuance: 07/03/2009 Revision 3:10/12/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: PALISADE'" Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/12/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. Q0TRINITY 1 ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: PALISADE' Roof Underlayments, as produced by SDP Advanced Polymer Products, Inc., have demonstrated compliance with the intent of the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.1.1, T1507.1.1, 1518.4 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 (Exception) Tear Strength ASTM D1970 2015 1507.1.1, T1507.1.1, Physical properties ASTM D1970 2015 1507.2.9.2, TAS 110 1518.4 Unrolling, Pliability, Behavior on ASTM D2626 2004 Heating, Breaking Strength, Water Vapor Permeance 1523.6.5.2.9, TAS 110 Comparative Rupture TAS 117, Appendix B 1995 TAS 110 Accelerated Weathering ASTM D4798-11 2000 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties S4240.10.06 10/03/2006 ERD (TST6049) Physical Properties & Rupture SO404C.12.05-R2 02/23/2009 ERD (TST6049) Accelerated Weathering S37000.06.11 06/14/2011 ERD (TST6049) Tear strength SDP-SC16495.17 10/11/2017 ICC-ES (EVL2396) IBC/IRC Compliance ESR-1847 03/01/2017 Miami -Dade (CER1592) HVHZ Compliance 16-1025.02 11/10/2016 QAI (QUA7628) Quality Control Service confirmation 09/28/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 PALISADE TMis a synthetic roofing underlayment comprised of a polyolefin-coated, woven construction with dual skid resistant surfaces; meets FBC 1507.1.1 (Exception) and Miami -Dade requirements for synthetic roof underlayment. PALISADE TM is acceptable for use in non-HVHZ and HVHZ jurisdictions. Refer to Limits of Use herein. 4.2 Self -Adhering Underlayments: 4.2.1 PALISADETM SA -HT is a self -adhering roofing underlayment comprised of a polyolefin-coated, woven construction with skid resistant upper surface and self -adhering bottom surface. PALISADE TM SA -HT is not for use in FBC HVHZ jurisdictions. Refer to Limits of Use herein. Meets physical requirements of ASTM D1970 (See Section 5.2.6). 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose 5.2 Non-HVHZ Jurisdictions: 5.2.1 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, I.I.C. Evaluation Report S39030.07.09-113 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ & HVHZ EVALUATION F1.5325-117 PALISADETM Roof Underlayments; (866) 747-4035 Revision 3: 10/12/2017 Page 2 of 5 5.2.2 5.2.3 5.2.4 5.2.5 5.2.6 5.3 5.3.1 5.3.2 5.3.3 5.3.4 5.3.5 5.3.6 5.3.7 5.3.8 5.4 Q0TRINITYI ERD PALISADE'"" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable Roof Covers: Table 1: Roof Cover Options Underlayment Asphalt Nail -On Tile Foam -On Metal Wood Shakes Slate Shingles Tile & Shingles Yes PALISADE" Yes (Base Sheet inz NO Yes Yes Yes ply system) - y ,. ,,, c PALISADE'" SA -HT Yes t'° No No v', " `Yes Yes Yes Allowable Substrates: PALISADE"" SA -HT adhered to plywood or to mechanically attached PALISADE'". Exposure Limitations: PALISADE'" shall not be left exposed for longer than 180-days after installation. PALISADE'" SA -HT shall not be left exposed for longer than 30-days after installation Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance of PALISADETM' SA -HT. HVHZ Jurisdictions: PALISADE•"' SA -HT is not for use in HVHZ. Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. This Evaluation is for prepared roofing applications. Minimum deck requirements shall be compliant with applicable FBC sections. PALISADE•" shall not be applied in hot asphalt. PALISADE'" shall be installed in strict compliance with the requirements for ASTM D226, Type II or ASTM D2626 underlayment in FBC HVHZ 1518 for the type of prepared roof covering to be installed. PALISADE` may be used with asphalt shingles, tile roofs (Base Sheet in 2-ply system only), non-structural metal roofing / metal shingles, quarry slate, slate -type shingles and wood shakes & shingles. For tile roof applications, PALISADE'"' shall be mechanically attached as an anchor sheet in accordance with Section 6.4 herein, followed by Tamko TW Metal and Tile Underlayment (NOA 17-0530.12) or CertainTeed Flintlastic SA Cap (NOA 14-1028.02). If PALISADE'" is not specifically listed in the prepared roof covering FBC HVHZ Product Approval or NOA, this report may be submitted to the Authority Having Jurisdiction or Miami -Dade Product Control Dept., along with fire classification information, for their consideration. PALISADE'" underlayment shall not be left exposed for longer than 180-days after installation. All products listed herein shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3 requirements. Exterior Research and Design, U.C. Evaluation Report S19010.07.09-R3 Certificate of Authorization #9503 61 EDITION (2017) FBC NON-HVHZ & HVHZ EVALUATION FL5325-R7 PALISADE'" Roof Underlayments; (866) 747-4035 Revision 3: 10/12/2017 Page 3 of 5 6. INSTALLATION: 6.1 PALISADE'"' Roof Underlayments shall be installed in accordance with SDP Advanced Polymer Products, Inc. published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate with Elastocol Stick. 6.3 Non-HVHZ Jurisdictions: PALISADE'": t. 6.3.1.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in F13L Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1.2 Non -Tile Applications: PALISADE'" is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6-inch vertical laps. Overlaps must run with the flow of the water in a shingle pattern. The underlayment is only attached to the roof deck with roofing nails (smooth or ring-shanked) compliant with FBC 1507.2.6 having 1-inch minimum diameter plastic or steel caps. Cap nails are spaced at 6 inches on center at vertical laps, and at 11 inches on center at horizontal laps. In the field area, apply fasteners at 13 inches spaced vertically and 22 inches on center horizontally. All caps (including nails) must be fully flush with the underlayment surface. Do not install fasteners over unsupported areas/voids. Repair all tears, holes, or damage to the underlayment. For slopes less than 4:12, use a full 20" half lap over the underlying course. Apply underlayment up all abutments at least 6 inches. In non-HVHZ high wind regions where V,,it > 181 mph (V,,d > 140 mph) or exposure beyond 30 days, increase the fastener density to cap nails spaced 3 inches on center at vertical laps, and at 5.5 inches on center at horizontal laps. In the field area, apply fasteners at 6.5 inches spaced vertically and 11 inches on center horizontally. In addition, secure laps by folding all laps over before nailing, or taping securely across lap seams using exterior grade sheathing tape, or sealants such as roofing cement (asbestos free meeting ASTMD4586), EPDM or butyl to seal laps. 6.3.1.3 Nail -On Tile Applications, Base Sheet in 2 Ply System: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein using PALISADE"" as the mechanically attached base ply in a 2 ply underlayment system, followed by Tamko TW Metal and Tile Underlayment (FL12328) or CertainTeed Flintlastic SA Cap (FL11288) as the top layer. For mechanically fastened tile roofing, refer to SDP Advanced Polymer Products published installation instructions, but not less than the fastener density from FRSA/TRI April 2012 (04-12), Table 1. w 6.11 PALISADE SA -HT'": 6.3.2.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. SDP Advanced Polymer Products requires that the installer be responsible to determine whether priming is required to ensure PALISADE'°" SA -HT will stay adhered to the substrate. 6.3.2.2 Non -Tile Applications: PALISADE SA -HT'"' is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6- inch vertical laps. Starting at the low point, and with salvage edge at the high point, position horizontally a full roll or cut the membrane into 10-15 ft. (3-5m) lengths and re —roll loosely. Peel back 1-2 ft. (300- 600mm) of release film, align the membrane, and continue to peel the release film from the membrane. Press the membrane in place with heavy hand pressure. Apply uniform pressure to the membrane roll side and end laps to insure water tightness and bonding to the substrate. Exterior Research and Design, U.C. Evaluation Report S19010.07.09-R3 Certificate of authorization #9503 6T" EDITION (2017) FBC NON-HVHZ & HVHZ EVALUATION FL5325-R7 PALISADE" Roof Underlayments; (866) 747-4035 Revision 3: 30/12/2017 Page 4 of 5 QOTRINITYIERD Always work from the low to the high point of the roof. Follow good roofing practice by orientating PALISADE -SA -HT'" so side laps shed water. Apply the membrane in valleys before the membrane is applied to the eaves. For valley and ridge application, peel the release film; center the sheet over the valley or ridge, drape, and press into in place. Work the center of the valley or ridge outward in each direction. Following placement along the eaves, continue application of the membrane up slope. If nailing of the membrane is necessary on steep slopes, especially during hot or cold weather, back nail and cover the nails by overlapping with the next sheet. 6.4 HVHZ Jurisdictions: _ 6.4.1 System E(1): Underlayment mechanically fastened to deck Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Underlayment: One or more plies of PALISADE'" with minimum 4" wide head laps and minimum 6" wide end laps, mechanically fastened to deck. Fastening: FBC HVHZ Approved (FBC HVHZ 1517.5) nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12" o.c. in the field. Surfacing: FBC HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. 6.4.2 System E(2): Base underlayment mechanically fastened to deck, top layer adhered Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Base Layer: One or more plies of PALISADE'" with minimum 4" wide head laps and minimum 6" wide end laps, mechanically fastened to deck. Fastening: FBC HVHZ Approved (FBC HVHZ 1517.5) nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12" o.c. in the field. Top Layer: Tamko TW Metal and Tile Underlayment (NOA 17-0530.12) or CertainTeed Flintlastic SA Cap (NOA 14-1028.02), self -adhered to the base layer. See current FBC HVHZ approval for installation guidelines and limits of use of top layer. Surfacing: FBC HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles, slate or tile. Note: For tile applications, Authority Having Jurisdiction shall verify that top layer underlayments listed herein hold current FBC HVHZ Product Approval and/or Miami - Dade NOA for use as a tile underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Shandong, China QUALITY ASSURANCE ENTITY: QAI Laboratories — QUA7628; (604) 527-8378; mlansdowne@qai.org END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report S19010.07.09-113 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ & HVHZ EVALUATION FL5325-R7 PALISADE'" Roof Underlayments; (866) 747-4035 Revision 3: 10/12/2017 Page 5 of 5 Florida Building Code Online Page 1 of 2 1 i Y 0 0 Im 9 t L - hu ry a. BCIS Home f Log In ' User Registration Hot Topics Submit Surcharge Stats & Facts j Publications FBC Staff ( BCIS Site Map j Links ( Search ' Approval OF10ridProductUSER: Public User Product Approval Menu > Product or Apolication Search > Application List > Application Detail FL # FL11052-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Ej Product Manufacturer Dan's Custom Sheet Metal, Inc. Address/ Phone/Email 5700 Washington Street Naples, FL 34109 239) 594-0530 amy@DCSM. net Authorized Signature Amy Beall amy@DCSM. net Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden 10 Validation Checklist - Hardcopy Received Certificate of Independence FL11052 R3 COI DCSM15004.1 2017 FBC Eval Report Off -Ridge Vent. odf Referenced Standard and Year (of Standard) Standard Year TAS 100(A) 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3k5JzSanEoB... 3/ 19/2018 Florida Building Code Online Page 2 of 2 Date Submitted 09/27/2017 Date Validated 09/28/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 mmary of Products FL # Model, Number or Name Description 11052.1 DCSM Off -Ridge Roof Vent-T Min. 26 gauge steel off -ridge vent for use over clay or concrete tile Limits of Use Approved for use in HVHZ: No Installation Instructions FL11052 R3 II DCSM15004.1 2017 FBC Eval Report Off - Ridge Vent.Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See evaluation report for limits of use Evaluation Reports FL11052 R3 AE DCSM15004.1 2017 FBC EvalReoort Off - Ridge Vent.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click her . Product Approval Accepts: ti :- ® FCnec_ Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3k5JzSanEoB... 3/ 19/2018 i2iF! / 052 9-3 oar G v CA S Certificate of Authorization No. 29824 17520 Edinburgh DrCREEK z= Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017) Manufacturer: DAN'S CUSTOM SHEET METAL, INC. Issued 5700 Washington Street Naples, FL 34109 239) 594-0530 htt.pJ/www.dcsm.net. Manufacturing Plant: Naples, FL Quality Assurance: Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Code Sections: 1503.5, 1709.2 Properties: Roof Ventilation REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) DCSM-009-02-01 TAS 100(A) 1995 PRODUCT DESCRIPTION AND APPLICATION 36.00" 24.W' 10W 6' Diameter DCSM Off -Ridge Roof Minimum 26 ga. ASTM A792 AZ50 or ASTM A653 G90 steel; Maximum dimensions of Vent - T the vent are 36-inch wide x 42-inch long x 10-inch high. Material shall conform with FBC Section 1507.4.3 Deck Type: Minimum 15/32-inch APA span rated plywood sheathing or wood plank for new and existing roof deck (Deck shall be designed by others in accordance with FBC requirements). DCSM15004.1 FL11052-R3 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. DAN'S CUSTOM SHEET METAL, INC. CREEK DCSM Off Ridge Vent - T TECHNICAL SERVICES, LLC Roof slope: Minimum 2:12 Installation Height: Maximum 33-ft Roof Cut -Out: 24-inch wide x 24-inch opening Attachment Method: Cut-out opening as prescribed above into the sheathing located a minimum 18-inch off the ridge. Install Approved underlayment in accordance with the FBC. Remove interfering shingle nails around the perimeter of the opening and any debris prior to placing vent. Apply manufacturer approved roofing cement/mastic around the perimeter of roof opening. Center the vent over the opening in the roof sheathing. Attach the vent with min. 12 ga. x 1-1/2-inch ring shank nails having sufficient length to penetrate through the sheathing a minimum of 3/8-inch. The fasteners shall be located 3-inch from the edge of the flange and 6-inches o.c. along all four sides of the vent. All penetrations through the vent flange shall be sealed using roofing cement/mastic. Install underlayment cap sheet over vent flanges. Install roof tile assembly in accordance with the FBC and manufacturer's instructions. Ring Shank Nails 42.00' Underlayment Allowable Roof Coverings: Clay or Concrete Tile Roofing LIMITATIONS Off -Ridge Vent -T Clay or Concrete Tile 1) Fire Classification is outside the scope of this evaluation. 2) This report is not for use in the HVHZ. 3) The roof deck and deck attachment shall be designed by others in accordance with the FBC. 4) Vent shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. In the event of conflict, the more restrictive installation shall be enforced. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion prior to installation. 6) Installation of the roof assembly is outside the scope of this evaluation. 7) Vent is intended to provide passive ventilation for an enclosed attic in residential construction applications 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. DCSM15004.1 FL11052-R3 Page 2 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 TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT DAN'S CUSTOM SHEET METAL, INC. DCSM Off Ridge Vent - T The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RiG ' GENS' F • No 74021 STATE OF ' 44/ ` ON AL % CERTIFICATION OF INDEPENDENCE 2017.09.2 714:13:17 041001 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. END OF REPORT DCSM15004.1 FL11052-R3 Page 3 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.