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HomeMy WebLinkAbout4608 Tampico Way 18-1587COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 DATE: April 03, 2018BUILDINGAPPLICATIONIt: 18-10000331, BUILDING PERMIT NUMBER: 18-10000331 UNIT ADDRESS: TAMPICO WAY 4608 22-20-30-520-0000-0320 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4608 TAMPICO WAY / REAGAN POINTE / SFR FEE BENEFIT- RATE - - - UNIT TYPE------- --- --DIST ----SCHED------RATE- CALC - UNITS UNIT TOTAL DUE TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00N/A Single Family Housing .00FIRERESCUE 1.000 dwl unit 00N/A LIBRARY CO -WIDE ORD 00 Single Family housing 54.00SCH90LSCO -WIDE ORD 1.000 dwl unit 54.00 PABKSgle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAI14AGE 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 REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, 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 PAY ENTMTHECOUNTYOBUIILDINGULD BE YPERMIT NUMBER CHECK OR EATOTHE RTOP NLEFTOOFDTHIS ESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN60CALENDARDAYSFROMTHEDATEABOVEP61a Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 NOC18311 RECORDING INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30.520-0000-0320 SPATE OF FLORIDA COUNTY OF ORANGE 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: 1. Legal Description of the Property: Lot 32, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4608 Tampico Way, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company illl N. Post Oak Road Houston, Texas 77055 (b) -interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Some 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 2000, Altamonte Spriugs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A Under: (a) Name and Address: N/A; (b) Phone Number N/A Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as rovided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in ection 713.13(l)(b), Florida Stamies: (a) Name and Address: N/A; (b) Phone Number N/A Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and trial payment to the Contractor, but will be 1 year from the dale of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENT' MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 YOUR LENDER OR AN A'l"t'ORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verrication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a D aware limited liability company / By: John Kingman eai ig, a uthorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY. as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John KitWijau Keating persotelly appeared before the as Authorized Agent of Weekley Homes, LLC a DelaW limited liability company and executed or acknowledged his/her/their previous exectuinn of this instrument. I HE FUR CERTIFY, that John Kingman Keating, is/are die saute persun(s) either executing or acknowledging ex o of the f e trig instrument because: ersonally know him/her/them OR _ I have satisfactory evidence of same based _ F r' driver's license : cause O er identification: WITNESS my of " ' seal in the S and County toresaid this 3rd day of April, 2018. I`rPu4 SANDRA40REER BUM . COmmissionAGG 123703 Eapi-es September S. 2021 Eort o nonaoarM tlugNt:aoe.7Smfon GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018038991 SK 9107 P9 1919: (1pg) &RECORDED 04/11/2018 08:22:43 AM 10.00 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000331 BUILDING PERMIT NUMBER: 18-10000331 UNIT ADDRESS: TAMPICO WAY 4608 TRAFFIC ZONE•022 JURISDICTION• SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD DATE: April 03, 2018 d215g 22-20-30-520-0000-0320 PARCEL: TRACT: BLOCK: LOT: SPECIAL NOTES: 4608 TAMPICO WAY / REAGAN POINTE / SFR TX 77055 FEERATE BENEFIT -- -• UNIT - CALC - UNIT - -TOTAL DUE TYPE ---------------DIST-----SCHED------RATE------UNITS----TYPE------------------ ROADS - ARTERIALS CO -WIDE ORD Single Family ROADS - COLLECTORS Housing 705.00 Single Family N/ A Housing FIRERESCUEN/A 00 LIBRARY Single Family SCHQOLS CO - WIDE ORD Housing 54.00 Single Family CO• WIDE ORD Housing 5,000.00 PARKSN/A LAW ENFORCE N/A DRAINAGE N/A 1. 000 dwl unit 1. 000 dwl unit 1. 000 dwl unit 1. 000 dwl unit AMOUNT DUE PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW MUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIESOFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEBUSINESSOFFICE• 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE T 705. 00 00 00 54. 00 51000. 00 00 00 00 5, 759:00 O. SEMINOLE COUNTY OR CITY OF SANFORD BUILDINGDEPARTMENT1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT CHECK OR RENCE THECOUNTYOBUILDINGYPERMITNUMBEREATOTHE RTOP NLEFT OOFDTHIS ESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60CALENDARDAYSFROMTHEDATEABOVEV, a m 5/04/18 SEMINOLE COUNTY GOVERNMENT - PERMIT FEES RECEIPT 14:35:50 APPL # 18-10000331 PERMIT # RECEIPT # 0153185OWNER: JOB ADDRESS: *CITY NORTH LOT #: SCI LIBRARY R 54.00 54.00 .00 SCI SCHOOLS R 5000.00 5000.00 .00 SCI ROAD ARTERIALS R 705.00 705.00 .00 TOTAL FEES DUE .............: 5759.00 AMOUNT RECEIVED ............: 5759.00 DEPOSITS NON-REFUNDABLE * THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS ** COLLECTED BY: BDDT02 BALANCE DUE..........: .00CHECKNUMBER.........: 000002778794 CASH/CHECK AMOUNTS...: 5759.00 COLLECTED FROM: THE WEEKLEY GROUP DISTRIBUTION.........: 1 - COUNTY 2 - CUSTOMER 3 - 4 - FINANCE REQUIRED INSPECTION SEQUENCE DAVED WEEKLEY HOMES SFR-STEMWALL Permit # BUILDING PERMIT Min Max Inspection Description 10 Footer 20 Stemwall 30 Form board / Foundation Survey 30 Slab / Mono Slab Pre our 40 Lintel / Tie Beam / Fill / Down Cell 50 Sheathing — Walls 50 Sheathing — Roof 60 70 Final Window 60 Roof Dry In 60 80 Lath Inspection 70 Frame 70 1000 Final Roof 80 Insulation Rough In 80 1000 Final Stucco / Siding 90 Drywall / Sheetrock 90 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final R7490-1 1 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 1.."q MAR x s 2911 CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: a - 15 v Documented Construction Value: S 1— 1 Job Address: EAU D $ 'VWKAc-O W a Historic District: Yes No fVrtpj Parcel 22 2 3ID: 5'°P [ 0000 Q 32_0 Residential [V Commercial Typc of Work: Newo Addition Alteration Repair Demo Change of Use Move Description of Work:(e L lti{f-t '{3q JIIt 1(j 1 F . Plan Review Contact Person: TQl 1 - ? Title: t le` C U_3zM6flzL7 Phone: ( 10'1 SlCS. 82(,Y@ Fax: Emailll.•(CM-i Property Owner Information Name CHO- 2E8L•,4N 0 L C, fi%f t l4 Phone: Street: 111 ` t-A . : T- t-»an Resident of property? City, State Zip: 4k'Tn", _ 'TKO Contractor Information Name 1213\Lf.-.) 1717 F1r Phone: Ako`8lter-P 21:Fo Street: Z2S Z . WC'TH(*nE I J lUE ::,I )UL 200() Fax: City, State Zip: tRLTVRWn-1 <A: fR?J4 fL 32-h%A State License No.: CtIC 151 Q 3R1 Architect/Engineer Information Name: W)t Ma CcrNkrrk1LT iv -At -, Phone: QM-L05 . IQ 1-1 Street: L1409-)wrj1_: 0 2UO Sync t"[Qj Fax: L-101 to%\ -19M City, St, Zip: LQtCk-tAQI A. r_ 31-ILAk-4 E-mail: Ail-Ali l ,NL1t nP-rc t.lSU1,'(lt-1(z(j}( Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR INIPROVEMENTS 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 trust be secured for electrical work. plumbing, signs, welts. pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Pemtit Application r i' 1 V'OTICE: to addition to the requireneuts of figs permit, t"_er-. may be additions: restrictions applicable to tads property that may be found in the public records of this count', and there may be addition:? permits required Erom other goveremental entities such as water maragerrcm districts, state agencies, or federal agencies. Acceptance o. permit is veri:ication that I will cetify the owner of &.c property of the requiremen-s of Florida Lien Law, FS 713. The City of Sanford requires paytnont of a plan review he at the time of pe.-trit stbnWal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated ccrst.-uction value of the job at the time of submittal. The actua; construction value wig be figured based on the current ICC Valuation Table in effect at the titne the permit is issued, in accortta.tca with local ordinance. Should calculated charges figured off lac 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. L $"U- SigiAtumal'04WAscit$ tic S' o:C D.L. RACHEL BLACKWELL ""e•., RAC14ALACKWELL Notary Public - State of Florida ':' :g "? Notary Public - State of Florida 12 My Comm. Expires Jan 12. 2018 • y Comm. Expires Jan 12, 2018 Commission # FF 062350 ?an Commission # FF 0 2J50 nal Caaleor o to Vc or ID Type of ID Produced MTy- pe o BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical CT Mechanical a PlumbingIR Gas[] Roof Construction Type:vs Occupancy Use: M Flood Zone: X -See Total Sq Ft of Bldg: 2kS & Mitt. Occupancy Load: _t ( # of Stories: New Construction: Electric - # of Amps t7 Plumhing - # of Fixtures ta Fire Sprinkler Permit: Yes No E;r # of Heads Fire Alarm Permit: Yes No Q APPROVALS: ZONNG: -26-/ UTILlMS: WASTE WATER: ENG tmEpoNo: 1/ 26-/ FIRE: BUILDING: SF COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. S,Z 6 1SQ Revised: lure 30. 2011 Peenit Apy:icatian S R 2 CITY OF SANF_OR D BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: 12 ^ ( 5 $1 Documented Construction Value: S Job Address: LA to $ -VwKyk c.O Historic District: Yes No rvr Parcel ID: 552_jQ OCOO c3 %2-0 Residential [V Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 'h4pl,l.] Sl l^. A E: 'fiAlAtu 1''f1(=rAc E . Plan Review Contact Person:-QIACL_ i(- _ Title: Ic3(y1i 11 i11 Phone: UO-1 - Stt . 5R?_C 9 Fax: A1L•C 4 Property Owner Information Name L C, 6T.%ffi L_L4 Phone: 13 ' lfl'331o5 Street: 1 i 1 ti to . MT' Lnair_o A) Resident of property? City, State Zip: Wa)SZot.St, 2y- -nMES Contractor Information Name 1230Qf> 17l]FF1C Phone: -407- #-8uG7-82.L7o Street: Z Lt . WC&'il-ICh! GIVE :S It 2000 Fax: City, State Zip: t-ILTV:h l -Lit 4,M VE-S F. 32-11%4 State License No.: C ftU' 'IQ 341 Architect/Engineer Information Name: apt -MA 001!1LT Phone: util-10-RA. IQ li Street: 4,Q4EM,1ln QJ:0 LJJIO 'Eflc[F Clfj, Fax: U01 - (a%X -19W City, St, Zip: cAtQM QLA rL E-mail: AOMII I l-(c'Y tI'f t t.15U1'CltafzC6}{ Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 201 S Permit Application NOTICE: In addition to the requ'reetects of drs permit, tits: may be addition: restrictions applicable to dds propeety that may be fouwd in the public records of this count', and there may be addition. l permits required L-om other govetemental entities such as water maragen:cn: districts, state agencies, or federal agencies. Acceptance o pet•mit is verincadan that I will t:otify the owner of the property of the tequiremens of Florida Lien IAW, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit scbaiittal. A copy of the execut,-d contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the dme of submittal. The actua: consuttetion value wig be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figAred off t:ae 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. 2 $ r Sigi ludo o[ A; t Cc S e o: C l dr Ag Dee RACHEL BLACKWELL "' "t%ei•., RACAALACKWELLgsNotaryPublic -State of Florida .= Notary Public -State of Florida My Comm. Expires Jan 12. 2018 My Comm. Expires Jan 12. 2018 Commission # FF 062350%',o.n Commission # Ff 2 0 Me or o erso l Kao to L*vfc or i Typo of ID Produced ID ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:,_ New Construction: Electric - # of Amps Plumbing - it of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONLNG: C0NUME, NTS: UTILITIES: It" Y 3 WASTE WATER: ENGLNEERING: FIRE: BUiLD(NO: Revised: I=30. 2015 Permit App9catlen I R• I Application for Paved Driveway, Sidewalk or RCWalkway Including Right -of -Way Use & R Landscaping in Right -of -Way 6 "fe'me01 Department of Planning $ Development Servlcos 300 North ?ark Avenue. Sanford, narda 32771 Phone: 407.8ea.61 40 Fax:407.688.5141 7h1a pemtl su?norteas work to be deno on the sublect property or In The City of Sanford's accordance wgh the Caya fegulaftana and the attached eons.ructicn plans approved as pan of this perm9. The pef Ais required far drbleway at • sidewalk construction over 100 square feat of concrete or other material on the subject paroe eld I or any construction of a b m. driveway. walkway or landscape Improvemonla within the city right-of-way. It does not apprsve any vrark wtJdn any other 18 jt. dsdlc9on'a right-of-way. Art requested tnformalan below as well as a cwrent st M. sib plan orptet dearly Identlfytng the s w.sm balsa We and 10011- on of the ad aft dghl-all way and use shall bo praAded or application could be ddWas cow•wd4 1. Prelset Loeater/Addro»: W 2. Proposed Activity: Driveway Walkway CfhW.. 3. SrhedUe el "AforC Star! Date j Completion Cale emergency Rop ins 4. 1136610escrIption of Waft Y This application Is submitt d by prRWy hater Signature && Z P.Irt Name: —Bw a x {1 t° Addrass• S. Phone: % 1-ti UC i WO Far. Email: hALA eago Nid oaw ssvwn 14talntenanco Responsibilidas/Indemnification Pie Requester, and hb saeaesson and assigns, null be reapanslbie kr parpelual maintenance of the imarevema d it bli ed under ft Agreement_ This shop OVUM mainta nano of the Imarovemenl and unpaved portion ct dght of -way adjacent tnrvra, Requests may. with vwMan City euthat3so n, remora wild Ins!a0adoN1cprmenor:t Wy restating eve e4ht-0f4ay to Its previous condidam In the evere dal any Lim mnatrudlah of roadways, ulYdbs atszrwatar fedOtias tr cry 28naral mantenance advittos by the City becomes in san51t nit lho abompermitted aeavily. the permlitee ftIl repave, rebunle antler repair" necessary at no cost to the City of Sanford 'nsofer as such fardlities as kh as pLblc elghtof-way. If tha Rsquesbr aoss rat eomlrarenay maintain the improuemenl and area In scoordenee wl:h preAw* stated u0eria, or comptotey rraiom She dgfaarraray b its previaa cor dii5on, the City sheik our approptiate noses, eastern tee area to Its 3rsvlous condition at ohs Requastots egarw and, !f "oessery. 01e a Pen on the Requesters groperty fo recover cams of resforaeon. To die (Wiest astern panted by taw. Requester agrees to dafend. Indemnify, and hdd homdano 2,e Cfly. Its cohmah ersats, agents. comma or employ- Y+ ees (appointed. dewed. or Need) here and ageing any and all AabiRles. Balms. Penalties, darsands, writs, Adgmerxs losses, axpsnses drFeuding dr.7soctorcoequenBallor4*0 cl any neture whatsoever !a person or property. and We a cm and axpen$as Incident thereto l e ng costa of dwtonse. salfament, and masonaMe attorneys has up to and Induft an appeal;, nNubV In any 0224on from a a taN raredly or,ndlreelry rant of or conneebd wlff the use of one Glys elght-al-way. I have end and and r s angtheabovo statement and by signing this application 1 agroe to its terms. This permit shall be posted on the site during construction. Please call 407.688.5060 24 hours In advance to schedule a pre•paur la2i; Hurt Pt"aw Ihspecac i by: Application No: Reviewed: Pub0c Akda JlO es QQ //// Apes EnIneerlg ng _.d' ./ Site Inspeded by. special PepM! Conditions: pa.«ee. aorta Official Use Only Fee: LAG cats: Date: ate: Data. 4/--? w' _/ 9 Date: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy Wiggers Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8208 Fax: Email: Twiggers@dwhomes.comm Property Address: 4608 Tampico Wayle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0320 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: — E 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) OF.S.1 IA S O L Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 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 M The parcel is not in the: M 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# 18-1587 Reviewed by: Michael Cash, CFM Date: April 26, 2018 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: l hereby name and appoint: u;l C. `G an agent of: hLdn C.vl ef-Xl'Y to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Expiration Date for This Limited Power of Attorney: License Holder Name: ;1( State License Number. Signature of License Holder: STATE OF FLORIDA COUNTY OF1L The foregoing instrume w agkno lied ed before me this 2 day of 20Q_, by JJ i g - Q who is Versonally known to me or o who has produced as identification and who did (did not) e an oath., /I Notary Seal) kb.,' RACNEI BLACKWEI.I Notary Public -State of Florida My Comm. Expires Jan 12.2018 n ••' Commission # FF 062350 Rev. 08.12) or type name Notary Public - State of _ Commission No. My Commission Expires: REQUEST FOR TUG & PRE, POWE AGREEMENT ALL RE, SIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Ii Project Address: rT Building Permit if: Electrical Permit k In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter fords that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree tha: should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100°/a complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanists (approved by die AHJ). The licepsed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. TUG approval is for service and outside GI1'CI outlets only. 9. Check with the local jurisdiction for fees associated pith tugs. Print Rame of O IZ7 ignat o OwnerJTenant Print N ae of Ge . Contractor Signat of Gen. ontractor Gen. Contractor License # J1a& vr' Pi . on ntNameof1tractorI % Signature of El. Contractor EI.. Contractor License N JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED NTO: a Progress Encrgy o Florida Power and Light on / 1` Ray. nvtal s) Acc>Ro" CERTIFICATE OF LIABILITY INSURANCE ATE(--00"""' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(los) must be endorsed. If SUBROGATION IS WANED, subject to the terms and Conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PROOUCER R.K. Gore & Associates Insurance Brokers, L.P. 15901 Red Hill Ave Suite 100 Tustin CA 92780 CONTACT M ali Melchor PHONE 714505-7000 PA11 714-573-1770 0-mA"- , mmelcho rk re.com MSU AFFORDING COVERAGE HAIL e INSURERA:UNOERWRITERS AT LLOYDS LONDON 15792 INSURED WEEKLA INsuRER a:MARKEL INS CO 38970 Weekley Homes, LLC 1111 North Post Oak Rd INSURER C : Houston, TX 77055 INSURER 0 : INSURER INSURER P : 1!8VFRAGFA eVOTIVIOIATC MI waoo. MR07F;R eevrmnu uueAeee. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER100 INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTANSR TYPE OF INSURANCE AGUL WON 02 POLICY NUMBER NOLICY effYY POLICY E]W Lim" A X COMYERCIALGENERAL LIABILITY OWNS IIAOE X OCCUR Contnchml Llab Included 80525XR46MIS 7/1/2015 7/1/2018 EACH OCCURRENCE 5.000.000 DAMAGE TO roffeff- pommemmiSO uED EXP(Anyam oom) XX so PERSONAL A ACV INJURY SS.000.000 GENL AGGREGATE LINT APPLIES PER: X POLICY ACT LOC OTHER: GENERAL AGGREGATE 25.000.000 PRODUCTS • COMPIOP AGO S5.000.000 S AUTOMOBILE LIABILITY ANY AUTO A l Ow1lED HIRED AUTOS AUTO FJ • ao0wsii S wMV IMAM (Pet pow) S ODDLY INJURY (Per moodry s S 3 8 X UMSRSLLAUAS EXCESS LIAS N OCCUR CLAIMg aIADE I IS 13324691748XSOCC• 2015 711MIS 71112018 EACHOCCLIUMNCE 55.000.000 AGGREGATE 3.000.000 Oeo I I wremr10Ns WORKERS COMPENSATION AND eMPLOYERC LIAaaTY V I N ANY FROPRIETORlPMTN RIE](ECUnVE OPPICERIMEMSER E](CLUOEDT Mandatory In NH) Y deeaibe under 0 SdRIPT PERATTONS bebr N 1 A EL EACH ACCIDE4U., s EL. DISEASE . EAS EJ_ DISEASE • POS OeSCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101. AddIdWal Remarse schedule, may be aNtched IT more space Is repuhed) SIR: $ 250.000 - Bodily Injury SIR: $ 2.000,000 - Property Damage Evidence of Coverage Clty of Sanford 300 N. Park Avenue Sanford FL 32771 ACORD 25 (2014101) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. REPRESENTATIVE 01 The ACORD name and logo are registered marks of ACORD TIAN_ All rlahln raswrvad AC CERTIFICATE OF LIABILITY INSURANCE OAtE (MMIOOIYYW) 2/26/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Arthur J. Gallagher Risk Management Services, Inc. West Loop South Suiteuite 1600 CO. HAEAshle Cary PNONE 713-935-8811 FAX 713-358-5713 EMAIL . ashley_cary@aig.com INSURERS AFFORDING COVERAGE I NAIC pHoustonTX77027 INSURER A :Old Republic Insurance Company 24147 INSURED INSURER 8 INSURER C - Weekley Homes, LLC 1111 North Post Oak Road Houston, TX 77055-7211 INSURER O INSURER E : INSURER F ACST C/TC wuanr=n. 1n40AA1nAA OCVICInM M"MIRCQ• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE Of INSURANCE INS0 I VNO POLICY NUMBER POLICY EFF MM/OONYYY POLICY EXP MMIOOIYYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE S PDRAMAGiSEEMocNcurrencei3 MED EXP (Any one person) 3 PERSONAL S ADV INJURY 3 GEML AGGREGATE LIMIT APPLIES PER: POLICY PRO'JECT LOC OTHER: GENERAL AGGREGATE 3 IPRODUCTS - COMP/OP AGG 3 I S A I AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED X AUTOS ONLY X AUTOS ONLY X $250 OedCOmP X $500 OedColl MWTS312417 3/1/2018 3/1/2019 1tEa aecident IMI 1 $1,000.000 BODILY INJURY (Per person) 3 BODILY INJURY (Per accident) 3 PROPERAMAGE Per acatlent S UMBRELLA LIAR EXCESS LIAR CLAIMS -MADE EACH OCCURRENCE I S HOCCURAGGREGATE3OEO I I RETENTION 3 S A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNEWEXECUTIVE Y OFFICERIMEMBER- cXCLUDEDI N Mandatory In NH) If es. descnbe under DESCRIPTION OF OPERATIONS bebw N I A MWC31241800 3/1/2018 3/1/2019 ETH• XISTATUTEIE. L. EACH ACCIDENT 31,000.000 E. L. DISEASE - EA EMPLOYE 31,000.000 E L. DISEASE •POLICY LIMIT 31.000.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORO 101, Additional Remarks Schedule, may be attached If more space Is required) Auto Liability: Tractors Only $1,000 Ded. Comp/Coll; $2,000 Ded. for Priv. Pass. vehicles valued over $75,000 City of Sanford 300 N. Park Avenue Sanford FL 32771 USA IrA19l. CLLA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 13E CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED PRESENTATIVE V IVIS1S-ZUlD AGUKU t.UKrUKAI Ivry. An nync5 TU5erVCU. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot32ReaganPointe7497CS Builder Name: David Weekley Street: 4608 Tampico Way Permit Office: C _K s City, State, Zip Sanford, FL , 32773 Permit Number: _ 1 5 8 7 n4,6," Owner• V10 Q efG--- k "(>-&1ES Jurisdiction: fo0 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(2297.3 sqft.) ry Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1392.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 681.33 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 224.00 ft' 4. Number of Bedrooms 2 d N/A R= ft' 5. Is this a worst case? No 10 Ceiling Types (1101.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1101.00 ft 6. Conditioned floor area above grade (ft') 1622 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. 11. Ducts R= ft' R ft' 7. Windows(261.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 1st Floor 6 324.4 a. U-Factor: Dbl, U=0.34 261.63 ft' SHGC: SHGC=0 30 b. U-Factor• N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC. a. Central Unit 33.0 SEER 14.00 c. U-Factor: N/A ft' SHGC: 13 Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 33.0 HSPF•8.20 SHGC: Area Weighted Average Overhang Depth: 1.969 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1622.0 sqft.) Insulation Area EF 0.940 a. Slab -On -Grade Edge Insulation R=0.0 544.00 ft' b. Conservation features b. Floor Over Other Space R=0 0 521.00 ft' None c. other (see details) R= 557.00 ft' 15. Credits Pstat Glass/ Floor Area: 0.161 Total Proposed Modified Loads: 57.20 PASS TotalBaselineLoads: 57.49 1 hereby certify that the plans and specifications covered by Review of the plans and THE ST,q, this calculation are in compliance with the Florida Energy specifications covered by this O,rCode. calculation indicates compliance O RwithAANRusselltheFloridaEnergyCode. u,,,,;•.: =%'•N„ PREPARED BY:Henryry Before construction is completed DATE: March 19,2018 this building will be inspected for compliance with Section 553.908 1 hereby certify that this buildin as d igned, is in compliance Florida Statutes. i,L5 CDD withtheFloridaEnergyCode. OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 On for whole house. 3/ 19/2018 1.06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot32ReaganPointe7497CS Bedrooms: 2 Address Type: Lot Information Building Type: User Conditioned Area: 1622 Lot # 32 Owner Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of Units: 1 Worst Case: No PlalBook: Builder Name: David Weekley Rotate Angle: 0 Street, 4608 Tampico Way Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 690000 Whole House Fan: No City, State, Zip. Sanford , Family Type- Single-family FL , 32773 New/Existing- New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1622 147775 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 544 5075.5 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1078 9702 No 0 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ___ __ 91 ft' 19 0.32 0 0.68 2 Floor over Garage 2nd Floor ___ ___ 466 ft' 19 0.32 0 0.68 3 Slab -On -Grade Edge Insulatio 1st Floor 72.9 ft 0 544 ft' 0.5 0 0.5 4 Floor Over Other Space 2nd Floor ___- ____ 521 f a 0 0.36 0 0.64 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1231 ft2 276 ft' Medium 0.85 N 0.9 No 0 26.6 ATTIC RBS IRCCV # Type Ventilation Vent Ratio (1 in) Area 1 Full attic Vented 300 1101 ft' N N 3/19/2018 1:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 38 Blown 23 fN 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1078 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Qrne To wall pi. Space R_11ak1P EL -In Ft In Area RAW- Fraction Ahsor Grarle%- 1 NE Exterior Frame - Wood 2nd Floor 13 24 0 9 8 232.0 ft' 0 0.23 0.6 0 2 SE Exterior Frame - Wood 2nd Floor 13 42 6 9 8 4108 ft' 0 0.23 0.6 0 3 SE Exterior Concrete Block - Int Insul 1 st Floor 7 24 6 9 4 228.7 fN 0 0 06 0 4 SW Exterior Frame - Wood 2nd Floor 13 24 0 9 8 232.0 ft' 0 0.23 0.6 0 5 SW Exterior Concrete Block - Int Insul 1st Floor 7 24 0 9 4 224.0 ft' 0 0 0.6 0 6 NW Exterior Frame - Wood 2nd Floor 13 48 0 9 8 464.0 ft' 0 0.23 0.6 0 7 NW Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 2287 ft' 0 0 0.6 0 8 Garage Frame - Wood 1 st Floor 13 24 0 9 4 224.0 fP 0 0.23 0.01 0 9 SE Exterior Frame - Wood 2nd Floor 13 5 6 9 8 53.2 W 0 0.23 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Insulated 1 st Floor None 25 3 8 24 fN 2 Wood 1st Floor None 25 2 8 6 8 17.8 fN WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornl ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 46.5 fN 1 ft 4 in 2 ft 3 in Drapes/blinds Exterior 5 2 SE 9 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 ft' 7 ft 4 in 2 ft 4 in None None 3 SE 2 Vinyl Low-E Double Yes 0.34 0.3 N 4.7 ft' 1 ft 4 in 2 ft 7 in None None 4 SE 2 Vinyl Low-E Double Yes 0.34 0.3 N 36.0 ft' 1 ft 4 in 1 ft 7 in None None 5 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 32.4 ft' 1 ft 4 in 12 ft 11 in Drapes/blinds Exterior 5 6 SW 4 Vinyl Low-E Double Yes 0.34 03 N 46.5 ft' 1 ft 4 in 1 ft 11 in Drapes/blinds None 7 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 2.3 fN 2 ft 4 in 1 ft 6 in Drapestblinds None 8 SW 5 Vinyl Low-E Double Yes 034 0.3 N 36.0 ft' 2 ft 4 in 1 ft 6 in Drapes/blinds Exterior 5 9 NW 6 Vinyl Low-E Double Yes 0.34 0.3 N 36.0 ft' 1 ft 4 in 2 ft 3 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 1 466 h' 466 W 60.8 ft 9.33 ft 1 3/19/2018 1.06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM P405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000376 1600.9 87.89 165.28 .3382 6.5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF•8.2 33 kStu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 33 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnl Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cerl # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply ---- Location R-Value Area Return --= Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 324.4 ft Attic 81.1 ft' Proposed On 1st Floor --- cfm 97.3 cfm 0.06 0.50 1 1 TEMPERATURES Programable Thermostat: Y Cooling[[ Jan [[ ]] Feb Mar Heatin(Xj Jan [X] Feb Mar Ventin [[ ]] Jan [[ jj Feb X Mar Ceiling Fans: j AprMay[ )Jun [ j Jul AuSep j Apr [ j Ma jjjXj Jun [Xj Jul ri Au ri Se Ij X] A r [ ] Ma [ ] Jun [ j Jul Aug Se Oct ( j Nov Oct [ X] Nov Oct [ Xj Nov Dec HDecDec3/ 19/2018 1.06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 POPKA Ra0S_9A17 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 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 40 0 0 0 1 - Electric Heat Pump 1 - Central Unit 3/19/2018 1.06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The tower the EnergyPerformance Index, the more efficient the home. 4608 Tampico Way, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1392.00 ft? b. Concrete Block - Int Insul, Exterior R=7.0 681.33 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 224.00 ft' 4. Number of Bedrooms 2 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1101 00 ft' 6. Conditioned floor area (ft') 1622 b. N/A R= ft' 7. Windows- Description Area c. N/A R= ft2 2 a. U-Factor: Dbl, U=0.34 261.63 ft' 11. Ducts R ft a. Sup: Attic, Ret: Attic, AH: 1st Floor 6 324.4 SHGC: SHGC=0.30 b. U-Factor: N/A ft' SHGC 12. Cooling systems ketu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 33.0 SEER:14.00 SHGC: d. U-Factor, N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 33.0 HSPF.8.20 Area Weighted Average Overhang Depth: 1.969 ft. Area Weighted Average SHGC. 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 544.00 ft' a. Electric EF• 0 94 b. Floor Over Other Space R=0.0 521.00 ft' c. other (see details) R= 557.00 ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building OFTHE ST4)" Construction through the above energy saving features which will be installed (or exceeded) in this home before final i tion. Otherwise, a new EPL Display Card will be completed based on installed Cod comp VL1 features. Builder Signature: Date: Z • > 111. 0 Address of New Home: Cji / L Zip: > q. CaL2t3 Twr..eP t `u COO wE3?--1'? 3 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. 3/19/2018 1:06 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 awslrar•I OWNERS RETREAT 4. SECONO FLOOR as a 1 a 0 v ICAWE8SYSIEUE W L Q DIj` O Oal}I'Ea SVSTEu aD<a tram ypYo lto 0We d YO r}12 7 CfRfll} `/ rgWallppppaO Nla frrT<a I NONEYWEII Y6150 FRESH AIR VENTILATION SYSTEM r SIMILOCK FtEXAM f METAL NEE, \ OR rteX / I401E TO aUKOER YUSI MOw1E WdettlMICTEO I RKR UMOERCUT RFLOW OOORS TO "61TaeLE ROOMS hgrCw dFl %V .—pi —"RI Fly -.*W Ml aW'M COerYIY}<plgRee rellFn eY TikCE Tgdg lJ MUST have 8 mevmam dearance of a IMhes SMUW the av handler or the Stale Evelp7 code N dud has aR r<6 utmom oll vak, azxaz A/C SLAB BY BLDR MIN to roof cap w/fan Nutone 696RNS FIRST FLOOR Fresh aR DEL -AIR Manual S Compliance Report Job: Lot32ReaganPo1nte7497... Date: March 19, 2018 RiAfots•AIR c080R1018d0 Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 C001SCO WAY. SANFORO. FL 32771 Phone: 407.831.2885 Project• • For: DAVID WEEKLEY, Lot32ReaganPointe7497AN 4608 Tampico Way, Sanford, FI 32773 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 23556 Btuh Outdoor design WB: 75.2°F Latent gain: 4709 Btuh Indoor design DB: 75.0°F Total gain: 28265 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 25516 Btuh 108% of load Latent capacity: 5636 Btuh 120% of load Total capacity: 31152 Btuh 110% of load SHR: 82% Heating Equipment Design Conditions Outdoor design OB: 40.90F Heat loss: 21501 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33800 Stuh 157% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 6.1 kW 96% of load Temp. rise: 59 OF Meets all requirements of ACCA Manual S. Entering coil DB: 76.8°F Entering coil WB: 63.7°F Entering coil OB: 68.5°F Capacity balance: 30 OF Economic balance: -99 OF wrightsoft• 2018•Mar-19 12:44 50 Right-SuitelD Universal 2018 18.0.10 RSU24015 Page 1 2ReaganPoin1e7497CS1Lot32ReaganPoinle7497CS.rup Calc = MJ8 House (aces SW DEL -AIR Component Constructions Job: March 19, 201Pointe7497... P Oate: March 19, 2018 mmB•0mC0N0inm"o Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 COOISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 e-roject intormation For: DAVID WEEKLEY, Lot32ReaganPointe7497AN 4608 Tampico Way, Sanford, FI 32773 Design C. • • Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 29ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (°F) 41 93 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fY 81uhiW-'F M-'FiBtuh StuhtM etch BWhd? Stun Walls 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 112" ne 186 0.089 13.0 2.59 482 2.80 521 gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm se 404 0.089 13.0 2.59 1045 2.80 1131 wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int sw 196 0.089 13.0 2.59 509 2.80 550 fnsh, 2"x4" wood frm, 16" o.c. stud nw 430 0.089 13.0 2.59 1113 2.80 1204 all 1216 0.089 13.0 2.59 3148 2.80 3406 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins. 8" thk, 1/2" gypsum board se 195 0.167 7.0 4.86 950 5.26 1028 int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" sw 161 0.167 7.0 4.86 782 5.26 846 gypsum board int fnsh nw 228 0.167 7.0 4.86 1107 5.26 1198 all 584 0.167 7.0 4.86 2839 5.26 3072 Partitions 12C-Osw Frm wall• r-13 cav ins, 112" gypsum board int fnsh, 2"x4" 205 0.096 13.0 2.79 574 1.88 385 wood frm. 16" o.c. stud. 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh. 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 47 0.340 0 9.89 463 22.5 1051 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 2.27 ft sep.); 7.33 ft head ht IOC-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 21 0.340 0 9.89 211 7.42 158 1/8" thk, NFRC rated (SHGC=0.30): 50% drapes, medium; 7.33 it overhang (8 It window ht, 2.33 ft sep.); 6.67 it head ht 28-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 5 0.340 0 9.89 46 23.2 108 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium, 1.33 It overhang (1.33 ft window ht, 2.6 ft sep.); 7 ft head ht 28-2fv: 2 glazing, clr ouir, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 36 0.340 0 9.89 356 21.4 770 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium: 1.33 It overhang (4 it window ht, 1.6 ft sep.); 8 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 32 0.340 0 9.89 320 23.2 750 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 it overhang (5.25 ft window ht. 12.92 ft sep.): 7.33 it head ht wrightsoft' 2018-Mar-19 12:44:50 Right-Sutled) Universal 2018 18.0.10 RSU24015 Page 1 2ReaganPotnte7497CS%Lot32ReaganPointe7497CS.rup Cale = MJ8 House faces: SW 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 21 0.340 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium: 1.33 ft sw 16 0.340 overhang (5.2 ft window hi, 1.93 ft sep.): 8 ft head ht all 36 0.340 2A-2ov: 2 glazing, clr outr, air gas. vnl frm mat, clr low-e innr, 1/4" gap, sw 2 0.340 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium, 2.32 ft overhang (1.5 ft window ht, 1.54 ft sep.): 8 ft head ht 2A-2ov: 2 glazing, clr ouir, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 36 0.340 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium: 2.32 ft overhang (6 ft window ht, 1.54 ft sep.); 8 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, car low-e innr, 1/4" gap, nw 36 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht. 2.27 ft sep.): 18 It head ht Doors 11J0: Door, frill fbrgl type sw 24 0.600 11 DO: Door, wd sc type n 18 0.390 Ceilings 168-38ad- Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1095 0.026 gypsum board int fnsh Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet flr fnsh, r-19 cav ins, amb 91 0.050 ovr 20P-19c: Fir floor, frm fir, 6" thkns, carpet flr fnsh, r-19 cav ins, gar ovr 461 0.050 22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh 73 0.989 P#F wrightsoft' AC «..• _....._ Right -Suites Universal 2018 18.0.10 RSU24015 2Reaganonteot2ReaganPointe7497CS.rup Cale = MJ8 House faces SW 0 9.89 206 22.6 470 0 9.89 154 22.6 353 0 9.89 360 22.6 823 0 9.89 22 10.6 24 0 9.89 356 18.5 665 0 9.89 356 22.5 808 6. 3 17.5 419 18.6 447 0 11.3 203 12.1 216 38. 0 0.76 828 1.42 1553 19. 0 1.46 132 0.73 66 19. 0 1.45 670 0.73 335 0 28.8 2099 0 0 2018- Mar-19 12.44:50 Page 2 tQ DEL -AIR Project Summary Job: March 19, 201Pointe7497... J 1 Date: March 19, 2018 MUMG•AIR CONOMMINC Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD. FL 32771 Phone: 407-831.266S Proiect Inflonnation For: DAVID WEEKLEY, Lot32ReagganPointe7497AN 4608 Tampico Way, Sanford, FI 32773 Notes: Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TO 29 OF Design TO 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17577 Btuh Structure 18701 Stuh Ducts 2454 Btuh Ducts 3946 Btuh Central vent (46 cfm) 1469 Btuh Central vent (46 cfm) 909 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21501 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 23556 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2585 Btuh Ducts 916 Btuh Central vent (46 cfm) 1209 Btuh Heating Cooling Outside air latent load 4709 BtuhArea (ft2) 1622 1622 Equipment Volume (f 3) 15676 15676 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 28265 Btuh Equiv. AVF (cfm) 131 68 Req. total capacity at 0.75 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO Cond CH14NBO360000BO AHRI ref 9162429 Coil F84CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24750 Stuh Heating output 33800 Btuh @ 47°F Latent cooling 8250 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 30 OF Backup: Input = 6 kW, Output = 20730 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigh tsoft- 2018-Mar-19 12.44:50 Right-Sune'D Universal 2018 18.0.10 RSU24015 Page 1 2ReaganPointe7497CS%Lot32ReaganPointe7497CS.rup Cale -- MJ8 House faces: SW DEL --AIR rtmrsta • ua wmrnoram Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 COOISCO WAY. SANFORD. FL 32771 Phone. 407-831.2665 Job: Lot32Reaganlaointe7497AN Date: March 19, 2018 By: RH t Room name Entire House BORM 2 2 3 Exposed wall Room height 216.9 ft 9.6 ft 24.5 It 9.3 ft heat/coal 4 5 Room dimensions Room area 1638.5 ft' 10 x 137.0 ft 137.0 ft' Ty Construction number U-value StutVft'--'F) Or HTM atuhlftj Area (ftl or perimeter (ft) Load Btuh) Area (ftl or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 wJ G W,W,W, 12C-0sw Fnn wall, st 2A-2ov 12C-Osw Fnn wall, st 10C-v 2B-2fv 28-2tv 13A-7ocs Blk wall, s 2A-2ov 12C-Osw Fnn wall, st 2A-2ov 2A-2ov 13A-7ocs Blk wall, s 2A-2ov 2A-2ov 11J0 12C-Osw Fnn wall, st 2B-2fv 13A-7ocs Blk wall, s 12C-Osw F(n wall, r- 1100 16B-38ad 0.089 0340 0.089 0.340 0.340 0 340 0.167 0.340 0.089 0.340 0.340 0.167 0.340 0.340 0.600 0.089 0.340 0.167 0.096 0.390 0.026 ne ne se se se se se se sw sw sw sw sw sw sw nw rtw r1w n 259 9.89 259 9.89 9.89 9.89 4.86 9.89 259 9.89 9.89 4.86 9.89 9.89 17.46 259 9.89 4.86 279 1135 0.76 280 22-45 2.80 7.42 23.18 21.39 5.26 23.18 280 2260 22.60 5.26 loss 18.48 18.63 280 22.45 5.28 1.88 12.11 142 233 47 466 21 5 36 228 32 233 21 16 223 2 36 24 466 36 228 223 18 togs 186 0 404 43 0 10 195 0 196 2 1 161 5 27 24 430 0 228 205 18 1095 482 463 1045 211 46 356 950 320 509 206 154 782 22 356 419 1113 356 1107 574 203 828 521 1051 1131 158 108 770 1028 750 550 470 353 846 24 665 447 1204 we 1198 385 216 1553 0 0 0 0 0 0 0 0 0 0 0 107 0 36 0 0 0 121 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71 0 13 0 0 0 121 0 0 0 0 0 0 0 0 0 0 0 0 0 0 345 0 356 0 0 0 588 0 0 0 0 0 0 0 0 0 0 0 0 0 0 373 0 666 0 0 0 am 0 0 0 t-C W q O C F F 2OP-19c 2OP-19c 0.050 0.050 1.45 1.45 073 0.73 91 461 91 461 132 670 66 335 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 28.78 0.00 544 73 2099 0 137 25 705 0 6 c) AEO excursion 0 257 Envelope loss/gain 13404 14639 1994 1930 12 a) Infiltration b) Room ventilation 4173 0 1342 0 458 0 147 0 13 Internal gains: Occupants ® 230 4 920 0 0 ApplianceVother 1800 0 Subtotal (lines 6 to 13) 17577 18701 2452 2078 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 1 14=/6 21% 0 0 17577 2454 0 0 18701 3946 5°/= 5°/= 0 0 2452 123 0 0 2078 104 Total room load Air required (cfm) 1 20032 1100 22647 1100 1 2574 1 141 2182 106 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrsgttitso4t- 2018-Mar-1912.44.50 ZrA Right-Sutt&a Universal 2018 180.10 RSU24015 Page 1 2ReaganPointe7497CS%Lot32ReaganPointe7497CS.rup Cale = h1J8 House faces SW 1 DEL -AIR tttamm • as eoaortmtmto Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 COOISCO WAY. SANFORD. FL 32771 Phone: 407-831.2665 Job: Lot32ReaganPointe7497AN Date: March 19, 2018 By: RH 1 2 3 4 5 Roan name Exposed wall Room height Roan dimensions Room area BATH 2 125 ft 9.3 ft heat/cool 1.0 x 51.8 It 51.8 ft' FOYER 25.0 It 93 ft heat/cool 1.0 x 216.4 ft 216 4 ft' Ty Construction number U-value Btuh/ftr--F) Or HTM Btuh/ftl Area (ftl or perimeter (ft) Load Stuh) Area (ftl or perimeter (ft) Load Stuh) Heat T Cod Gross I N/P/S Heat Cod Gross N/P/S Heat Cool 6% I--fa 11 12C-Osw Frn wall, at 2A-2ov 12C4sw fan wall, at 10C-v 28-2fv 28-2fv 13A-7ocs 81k wall, s 2A-2ov 12C4sw Fan wall, st 2A-2ov 2A-2ov 81k wall, s 2A-2ov 2A-2ov 11JO 12C4sw F(n wall, st 28-2fv 13A-7ocs BIk wall, s 12C-Osw Fnn wall, r- 1100 16B-38ad 2OP-19c 2013-19c 22Acpl 0.089 0.340 0.089 0 340 0.340 0.340 0.167 0.340 0.089 0.340 0.340 0.167 0.340 0 340 0 600 0 089 0 340 0.167 0 096 0.390 0.026 0.050 0.050 0.989 ne no se se se se se se sw sw sw sw sw sw sw nw nw rtw n Z 59 9.89 Z59 9.89 9.89 9.89 4.86 9.89 259 9.89 9.89 4.88 9.89 9.89 17.46 259 9.89 4.86 2.79 11.35 0.76 1.45 1.45 28.78 2.80 2245 280 7.42 23.18 21.39 5.26 23.18 2.80 2260 22-60 5.26 10.59 18.48 18.63 2.80 22.45 5.28 1.88 12.11 1.42 0.73 0.73 0.00 0 0 0 0 0 0 60 0 0 0 0 56 2 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 60 0 0 0 0 54 2 0 0 0 0 0 0 0 0 0 0 13 0 0 0 0 0 0 294 0 0 0 0 260 22 0 0 0 0 0 0 0 0 0 0 360 0 0 0 0 0 0 318 0 0 0 0 282 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 65 0 0 0 0 60 0 0 24 0 0 107 98 18 0 0 0 216 0 0 0 0 0 0 65 0 0 0 0 36 0 0 24 0 0 107 80 18 0 0 0 25 0 0 0 0 0 0 316 0 0 0 0 177 0 0 419 0 0 520 223 203 0 0 0 719 0 0 0 0 0 0 342 0 0 0 0 192 0 0 447 0 0 562 150 216 0 0 0 0 W LC TE13A- 7ocs 42 Uhl mil' W fi O C F F F 6 c) AED excursion 9 128 Envelope loss/gain 936 614 2577 1781 12 a) Infiltration b) Room ventilation 234 0 75 0 467 0 150 0 13 Internal gains, Occupants ® 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1170 689 13045 1931 14 15 Less extemal load Less transfer Redistribution Subtotal Duct bads 5% 5% 0 0 0 1170 58 0 0 0 689 34 5% 5"/e 0 0 0 3045 152 0 0 0 1931 97 Taal roan load Air required (cfm) 1228 67 724 35 1 3197 176 2028 98 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r- wrrlgt<+tsort^ 2018-Mar-1912:44:50 Zc -- Right-Sunea Universal 2018 18.0.10 RSU24015 Page 2 2ReaganPointe7497CS%Lol32ReaganPointe7497CS.rup Calc - MJ8 House faces. SW 1 DEL -AIR Right-JO Worksheet muff='"a'°'"°''° Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831.2665 Job: Lot32ReaganPointe7497AN Date: March 19, 2018 By: RH 1 Room name STUDY MASTER WIC2Exposedwall10.9 ft 120 ft 3 Room height 9.3 ft heat/cool 9.7 ft heat/coal 4 5 Room dimensions Room area 10 x 138.4 ft 138 4 ft' 1.0 x 50.8 ft 50.8 ft' Ty number tics U-value BtutVft'•'F) Or HTM BtutVftj Area (ftl or perimeter (ft) Load Btuh) Area (ft') or perimeter (ft) Load 8tuh) Heat Cod Gross N/PIS Heat Cod Gross N/PIS Heat Cool 6 11 Ntt---G 12C-Osw Fnn wall, st 2A-2ov 12C-Nw fan wall, st l0C-v 2B-2fv 28-2fv 13A-7ocs Blk wall, s 2A-2ov 0.089 0.340 0.089 0.340 0.340 0.340 0.167 0.340 ne ne se se se se se se 259 9.89 259 9.89 9.89 9.89 4.86 9.89 280 2245 280 7.42 23.18 21.39 5.26 23.18 0 0 0 0 0 0 102 32 0 0 0 0 0 0 70 0 0 0 0 0 0 0 340 320 0 0 0 0 0 0 368 750 68 0 49 0 0 0 0 0 68 0 49 0 0 0 0 0 176 0 126 0 0 0 0 0 190 0 136 0 0 0 0 0 li W LC 1qJ 12C-Osw F(rn wall, st 2A-2ov 0.089 0.340 sw sw 259 9.89 280 22.60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-lG wJ 2A-2ov 13A-7ocs Blk wall, s 2A-2av 0.340 0.40.340 sw sw sw 9.89 86 9.899 2260 10.5959 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l lGO 2A-2ov 1111.10 12C-Osw Fret wall, st 28-2fv 13A-7ocs Blk wall, s 0.340 0.600 0.089 0.340 0.167 sw sw nw, r1w nw 9.89 17.46 259 9.89 4.86 18.48 18.63 2.80 2245 5.26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W R 0 C 12C-Osw Fnn wall, r- 11DO 168-38ad 0.096 0.390 0.026 n 279 11.35 0.76 1.88 1211 1.42 126 0 0 126 0 0 351 0 0 236 0 0 0 0 51 0 0 51 0 0 38 0 0 72 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 32 32 46 23 F 20P-19c 0.050 1.45 0.73 0 0 0 0 19 19 28 14 F 22A<pl 0.989 28.78 000 138 11 314 0 0 0 0 0 6 c) AED excursion 95 32 Envelope less/gain 1325 1449 414 403 12 a) Infiltration 206 66 234 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) IS31 ISIS 648 478 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbuhon 0 0 0 0 14 Subtotal 1531 1515 648 478 15 Duct loads 50/0 5% 77 76 220A 29% 141 139 Total room load 1607 I S90 789 618 Air required (cfm) 88 77 43 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f}t wrrigf tsot!- 2018•Mar-1912:44:50 Right-SuiteO Universal 2018 18.0.10 RSU24015 Page 3 2ReaganPointe7497CS1Lot32ReaganPointe7497CS.rup Calc - M.18 House faces: SW 1 DEL -AIR Right -A) Worksheet Job: Lot32ReaganPointe7497AN Entire House Date: March 19, 2018 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 1 Room name MASTER W.C. MASTER SUITE 2 3 Exposed wall Room height 7.0 ft 9.7 ft heat/cool 27.0 It 9.7 it heat/cool 4 5 Room dimensions Room area 3 5 x 7.0 ft 24.5 ft' 1.0 x 203.8 ft 203.8 ft' Ty Construction number U-value BtutVfN--'F) Or HTM Btuh/ftl Area (I'll or perimeter (ft) Load Btuh) Area (ftl or perimeter (ft) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 t12C-Osw Fnn wall, st 2A-2ov 12C-Osw FrM wall, st 10C-v 28-2tv 28-2fv 13A-7ocs 81k wall, s 2A-2ov 12C-Osw Frin wall, st 2A-2ov 2A-2ov 13A-7ocs Blk wall, s 2A-2ov 2A-2ov 11.10 12C-Osw Fria wall, st 28-2fv 13A-7ocs Blk wall, s 12C-0sw F(rn wall, r- 11DO 168-38ad 0.089 0.340 0.089 0.340 0.340 0.340 0.167 0.340 0.089 0.340 0.340 0.167 0.340 0.340 0.600 0.089 0.340 0.167 0.096 0.390 0.026 ne ne se se se se se se sw sw sw sw sw sw sw nw nw rry n 259 9.89 2.59 9.89 9.89 9.89 4.86 9.89 259 989 9.89 4.86 9.89 9.89 17.46 259 9.89 4.86 279 11.35 0.76 2.80 22.45 280 7.42 23.18 2139 5.26 23.18 280 2260 22.60 10.5959 18.48 18.63 280 2245 5.26 1.88 12.11 1.42 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 176 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 190 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 35 165 47 0 0 0 0 0 0 0 0 0 0 0 0 0 97 0 0 0 0 204 118 0 0 0 0 0 0 0 0 0 0 0 0 0 0 97 0 0 0 0 204 306 463 0 0 0 0 0 0 0 0 0 0 0 0 0 251 0 0 0 0 154 331 1051 0 0 0 0 0 0 0 0 0 0 0 0 0 272 0 0 0 0 289 f; W V r GG J C L. yJ 5.26 GD yJ G W R 0 C F F 20P-19c 20P-19c 0.050 0.050 1.45 1.45 0.73 0.73 14 11 14 11 20 15 10 8 34 170 34 170 49 247 25 123 F 22A-cpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 18 41 Envelope loss/gain 230 225 1471 2132 12 a) Infiltration b) Room ventilation 137 0 44 0 527 0 169 0 13 Internal gains: Occupants ® 230 Appliances/other 0 0 0 1 230 1 600 Subtotal (lines 6 to 13) 367 269 1997 3131 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 367 269 1997 3131 151 Duct loads 2rA 29% 80 78 WA 291A 435 911 Total morn load 446 U7 2433 4042 Air required (c(m) 1 1 25 17 1 134 196 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 w ightsoft- 2018-Mar-19 12:44:50 i1C A Right-Suitea Universal 2018 18.0.10 RSU24015 Page 4 2ReaganPomte7497CS%Lot32ReaganPointe7497CS.mp Calc = MJ8 House faces: SW I DEL -AIR Right-JO Worksheet Job: Lot32Reagan Pointe7497AN NERM'""` '° Entire House Date: March 19, 2018 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.831.2665 1 Room name POWDER MASTER BATH 2 Exposed wall 7.5 It 7.0 ft 3 Room height 9.7 ft heat/cool 9.7 ft heat/cool 4 5 Room dimensions Room area IS x 75 ft 26. 3 It' 1. 0 x 90.3 ft 90. 3 It' Ty Construction U-value Or HTM Area (ftl Load Area (ftl Load number Btuh/(t?'F) BtutVftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W t G 12C- Osw Fnn wall, st 2A- 2ov 12C- Osw Fnn wall, st 0. 089 0. 340 0. 089 ne ne se 259 9. 89 259 280 2245 2. 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 68 0 0 63 0 0 164 0 0 177 W11 IOC- v 28- 2fv 0. 340 0. 340 se se 9. 89 989 7. 42 23. 18 0 0 0 0 0 0 0 0 0 5 0 0 0 46 0 108 i28-2fv 13A- 7ocs Blk wall, s 2A- 2ov 0. 340 0. 167 0. 340 se se se 9. 89 4. 86 9. 89 21. 39 5. 26 23. 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W LC 12C- Osw Fnn wall, st 2A- 2ov 0. 089 0. 340 sw sw 259 9. 89 280 22. 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2ov Blk wall, s 2A- 2ov 0. 340 0. 167 0. 340 sw sw sw 9. 89 4. 86 9. 89 2260 5. 26 10. 59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TE13A- 7ocs 2A- 2ov 11J0 0. 340 0. 600 sw sw 9. 89 17. 46 18. 48 18. 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 I L-- C 12C- Mw F(n wall, st 0.089 nw, 259 280 73 73 188 204 0 0 0 0 28- 2tv 13A- 7ocs 81k wall, s 0. 340 0. 167 nw nw 9. 89 4. 86 2245 5. 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wfi 12C4sw Fnn wall, r- 0.096 2.79 1.88 0 0 0 0 0 0 0 0 0 C 11 DO 168- 38ad 0. 390 0. 026 n 1135 0. 76 12. 11 1. 42 0 26 0 26 0 20 0 37 0 90 0 90 0 68 0 128 F 20P-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19c 0.050 1.45 0.73 26 26 38 19 90 90 131 66 F 22Atd 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 19 1 33 Envelope loss/gain 246 241 410 512 12 a) Infiltration 146 47 137 44 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 AppliarrAVother 0 0 Subtotal ( lines 6 to 13) 1393 288 546 556 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 393 288 546 556 15 Duct loads 1 220.4296/e 86 84 22'/e 290A 119 162 Total room load 1 478 372 665 718 Air required (cfm) 1 26 18 1 1 37 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. P} r wrightsoft' 2018-Mar-19 12 44:50 ZcA Right-Suaet Universal 2018 18.0.10 RSU24015 Page 5 2ReaganPointe7497CS1Lol32ReaganPointe7497CS. rup Cale 2 MJ8 House faces: SW 1 DEL -AIR Right-JO Worksheet e1°''M cammfwKm Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.831-2865 Job: Lot32ReaganPointe7497AN Date: March 19, 2018 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area DINING/FAMILY 65.0 It 9.7 ft heat/cool 1.0 x 435.0 ft 435.0 fN KITCHEN 18.5 ft 9.7 It heat/cod 1.0 x 264.5 It 264 5 It' Ty Construction number U-value Btuh/11MI') Or HTM Btuh/ftj Area (ftl or perimeter (ft) Load Stuh) Area (ftl or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross I N/P/S Heat Cool 6 11 Vdl f---( VL 12C-Osw Fnn wall, at 2A-2ov 12C-Osw Fan wall, at IOC-v 2B-2fv 28-2fv 13A-7ocs Blk wall, s 2A-2ov 12C-0sw Fnn wall, at 2A-2ov 2A-2ov 13A-7ocs Blk wall, s 2A-2ov 2A-2ov Ilia 12C-Osw Fnn wall, at 28-2fv 13A-7ocs 81k wall, s 12C-0sw Fnn wall, r- 1100 168-38ad 2012-19c 20P-19c 22Acpl 0 089 0.340 0.089 0 340 0.340 0.340 0.167 0.340 0.089 0.340 0 340 0. 0.340340 0.340 0.600 0.089 0.340 0.167 0.096 0.390 0.026 0.050 0.050 0.989 ne ne se se se se se se sw sw sw sw sw sw sw rvw nw nw n 259 9.89 259 9.89 9.89 9.89 4.86 9.89 259 9.89 9.89 88 9.899 9.89 17.46 259 9.89 4.86 279 11.35 076 1.45 145 28.78 280 2245 280 7.42 23.18 21.39 5.26 23.18 280 2260 22.60 5.26 10.59 18.48 18.63 280 22-45 5.28 1.88 12.11 1.42 0.73 0.73 0.00 0 0 199 21 0 36 0 0 233 21 16 0 0 0 0 199 18 0 0 0 435 12 0 0 0 0 142 21 0 5 0 0 196 1 1 0 0 0 0 181 0 0 0 0 435 12 0 0 0 0 367 211 0 356 0 0 509 206 154 0 0 0 0 468 178 0 0 0 329 17 0 0 0 0 397 158 0 770 0 0 550 470 353 0 0 0 0 507 404 0 0 0 617 8 0 0 0 0 82 0 0 0 0 0 0 0 0 0 0 0 0 97 18 0 0 0 265 0 145 0 0 0 82 0 0 0 0 0 0 0 0 0 0 0 0 79 0 0 0 0 265 0 145 0 0 0 214 0 0 0 0 0 0 0 0 0 0 0 0 205 178 0 0 0 200 0 210 0 0 0 231 0 0 0 0 0 0 0 0 0 0 0 0 221 404 0 0 0 375 0 105 0 Val L---G tq/ G`' TE 1qJ C W q 1-0 C F F F 6 c) AEO excursion 2S7 38 Envelope loss/gain 2795 3977 1007 1375 12 a) Infiltration b) Room ventilation 1268 0 408 0 361 01 116 0 13 Internal gains: Occupants ® 230 Applianceslother 3 690 0 0 0 1200 Subtotal (lines 6 to 13) 4062 5075 1367 2691 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 291A 0 0 0 4062 US 0 0 0 5075 1477 220A 29"k 0 0 0 1367 298 0 0 0 2691 783 Total room load Air required (cfm) 4948 1 272 6552 318 1665 91 3474 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ghtsoTt 2018-Mar-19 12 44.50 AC A Right-SulteO Universal 2018 18.0.10 RSU24015 Page 6 2ReaganPoinle7497CS%Lo132ReaganPolnte7497CS.rup Calc = M.18 House faces SW r, DEL -AIR Duct System Summary Job: Lot32ReaganPointe7497... Date: March 19, 2018 NEATOIB • 018 CONORtOMG Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.831.2665 Project Information For: DAVID WEEKLEY, Lot32ReaganPointe7497AN 4608 Tampico Way, Sanford, FI 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air Flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.142 in/100ft 1100 Cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.142 in/100ft 1100 Cfm 169 ft Name Design Btuh) Htg Cfm) Clg Cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 h 1228 67 35 0.143 5.0 Ox 0 VIFx 47.2 120.0 st2 BORM 2 h 2574 141 106 0.142 8.0 Ox 0 VIFx 49.3 120.0 st2 DINING/FAMILY C 3276 136 159 0.175 8.0 Ox0 VIFx 27.3 110.0 st3 DINING/FAMILY-A c 3276 136 159 0.170 8.0 Ox0 VIFx 31.5 110.0 st3 FOYER h 3197 176 98 0.148 8.0 Ox 0 VIFx 41.7 120.0 st2 KITCHEN c 3474 91 169 0.179 8.0 Ox0 VIFx 23.8 110.0 st3 MASTER BATH h 665 37 35 0.174 4.0 Ox 0 VIFx 27.8 110.0 st3 MASTER SUITE c 4042 134 196 0.168 8.0 Ox0 VIFx 32.5 110.0 st3 MASTER W.C. h 446 25 17 0.167 4.0 Ox 0 VIFx 33.6 110.0 st3 MASTER W.I.0 h 789 43 30 0.165 4.0 Ox 0 VIFx 35.9 110.0 st3 POWDER h 478 26 18 0.168 4.0 Ox 0 VIFx 32.9 110.0 st3 STUDY h 1607 88 77 0.158 6.0 Ox0 VIFx 32.1 120.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) Cfm) FIR fpm) in) in) Material Trunk st2 Peak AVF 473 317 0.142 602 12.0 0 x 0 VinlFlx SO SO Peak AVF 627 783 0.165 561 16.0 0 x 0 VinlFlx SO SO Peak AVF 1100 1100 0.142 622 18.0 0 x 0 VinlFlx wrightsoft- Right-Suite4b Universal 2018 18.0.10 RSU24015 14r-'CII'...2ReaganPointe7497CS%Lot32ReaganPointe7497CS.tup Calc - MJ8 House faces: SW 2018-Mar-19 12.44:51 Page 1 Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox 0 1100 1100 0 0 0 0 Ox 0 VIFx wrightsoft- Right•Suitea Universal 2018 18.0.10 RSU2401S 140CA ..2ReaganPointe7497CS\Lot32ReaganPointe7497CS.rup Calc = MJ8 House faces: SW 201 &Mar• 19 12:44:51 Page 2 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCS8 v6.0 3/19/2018 1:06:18 PM Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 4608 Tampico Way Permit Number: Sanford, FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4 5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402 4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4 1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1. as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w g (50 pascals). Testing shall be conducted by either individuals as defined in Section 553 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the lest, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting Flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace Where using tight-ritting,doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/19/2018 1.07 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403 3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13`C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403 5 1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Healed water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/19/2018 1:07 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burners) of combustion types of service water -heating systems to be turned off R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5 6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2. Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUM CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 3/19/2018 1:07 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions. 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1 1, and the heat pump total cooling capacity shall not be more than 1 15 times greater than the design cooling load even if the design heating load is 1 15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7 1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation 2. Pumps that operate solar- and waste -heat -recovery pool healing systems. 3. Where pumps are powered exclusively from on -site renewable generation R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16. 2013, when tested in accordance with ANSI 2 21.56 Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/19/2018 1.07 PM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator M energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 3/19/2018 1:07 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot32ReaganPointe7497CS Builder Name- David Weekley Street 4608 Tampico Way Permit Office. City, State, Zip: Sanford , FL , 32773 Permit Number: Owner- Jurisdiction: 690000 Design Location. FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces Garage separation Air sealing shall be provided between the garage and conditioned spac as Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall thermal envelope shall be air tight and IC rated Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs be insulated. . Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids fir . nkler cover plates and walls or ceil*nn a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/19/2018 1:07 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot32ReaganPointe7497CS Builder Name: David Weekley Street, 4608 Tampico Way Permit Office: City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 Cond. Floor Area:: 1622 sq.ft. Cond. Volume 14778 cult. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 I Pa cfm 3 I Pa I cfm 4 I Pa I cfm 5 I Pa cfm 6 I Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2 Dampers including exhaust, intake, makeup air, backdraft and Flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section 4..2. SIGNATURE: U I / PRINTED NAME:, ln7lC2-S DATE: 3 ^ 2 Li1 P. I Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: OF ( HE STgT O UJ 61) WIER 0 3/ 19/2018 1:07 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot32ReaganPointe7497CS Builder Name: David Weekley Street: 4608 Tampico Way Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 I System 1 CFM25(Out) 2 I System 2 CFM25(Out)- 3 I System 3 CFM25(Out) 4 I System 4 I CFM25(Out) 5 I System 5 I CFM25(Out) Tested Sum lines 1-5 Total Divide by 1622 House Duct Total Conditioned Floor Area) System Qn,out)' I Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the propo ed duct leakage Qn specified on F R4 5-2017. SIGNATURE: AV PRINTED NAME: DATE: 3/19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: OF (HE STgT O 3/19/2018 1:07 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 RL•r^^...-nnl. no SPEGAL PLUMBING wC- Spegalplumbing.com LIC# CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 1581 RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 32. REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81. PAGE 45 THROUGH 52. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES 4608 Tampico Way = Proposed Elevation Sanford, FL 32773 Total Lot Area= 2,660 sq ft (100%) Impervious Area in Square Feet• Total House Foot Print = 1.015 sq ft (38%) Total Porch and Deck/Lanai = 49 sq It (2%) Total Driveways = 240 sq It (9%) Total Walkways = 40 sq It (2%) Total A/C Pads = 16 sq It (1%) Total Out Buildings = 0.000 sq It (0%) Total Pool Deck Surface (Not including Water Surface) = 0.000 sq It (00%) \ Total Total Pool Water Surface = 0.000/2 0.000 sq ft (00%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan P.C. located on Lot 33 vo. n to %.: 608 TAMPICO WAY, SANFORD, FLORIDA 32773 Lot 33 N W E PO S v' ^ O M, 3e' '0s 9^ J\ N 2 J o. ::::.aged ed e0\ N60 p -:•: 2 ,7--.-dad Q oQ .::OG lQ ate`° ':::::: 1' \ Or c APPROVED PLH1,46%, y ENG. DEPT. dJ Ok to construct single family home with setbacks and impervious area shown on plan. ISQ 5 o L1 N 34031'30" W 38.00'(P) L2 S 34°31'30" E 38.00'(P) L3 N 34031'30" W 29.73'(P) OG This is NOT a Boundary Survey Graphic Scale 10' 2 ' 40' Scale: 1'=20' RECOKD COPY Residential Load Demand General Method 1617 square feet X 3VA = 4851 VA Small appliance load = 3000 VA Laundry = 1500 VA total 9351 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2223 VA total 5223 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 34,493 VA - 240V= 144 amps= 150 amp service vvo ft Model 7497 SA V:0910 Contractor David Weekley Homes N-PAV4 Subdivision Reagan's Point 1 5 a County Seminole 1 a City Sanford James Lanier EC 0002989 Office # 407-933-7771 RECORD COPY ALPINE Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Site Information: Customer., Accu-Span Truss Company Job Number: 19792 JobDescription: 7497 - C /7497 - C -DAVID WEEKLY Address: Lot 32 Reagan Pointe City, State, Zip: SANFORD, FL 32773 Name, Address and License # of Structural FOR if one exists for the building: Name: License #.- Address: City, State, Zip: State: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17 02.01.1114.21 JRef #: 1 W 994080005 WindStandard: ASCE7_10 Wind Speed (mph): 139 Root Load (pso: 20 00- 7.00- 0.00- Floor Load (psO: 40 00-10.00- 0.00- 5. 00 5.00 This package contains a job notes page, 32 truss drawings and 4 details. Item Seal # Truss 1 073.18.1212.39267 Al 3 073.181233.18713 A1B 5 073.18.1212.39049 A3 7 073.18.1212.38689 E.17 9 073.18.1212.39814 CJ3 11 073.18.1212.38690 HJ7 13 073.18.1233.34590 FG2 15 073.18.1233.41247 F1A 17 073.18.1233.42997 F2A 19 073.18.1233 46910 F3 21 073.18.1233.58767 F5 23 073.18.1234.09563 F6 25 073.18.1212.37299 F7 27 073.18.1423.46627 F10 29 073.18.1234.19643 F11 31 073.18.1234.25513 F12 Item Seal # Truss 2 073.18.1233.06173 A1A 4 073.18.1212 37596 A2 6 073.18.1212.36206 A4 8 073.18.1212.36736 CJ1 10 073.18.1212.39439 CJS 12 073.18.1233.31883 FG1 14 073.18.1233.38040 F1 16 073.18.1212.39471 F2 18 073.18.1212.36392 F2B 20 073 18.1233 53623 F4 22 073.18.1234.05690 F5A 24 073.18.1234.13797 F6A 26 073.18.1423.46628 F8 28 073.18.1212.38377 F10A 30 073.18.1234.23260 F 11 A 32 073 18.1234 28257 F12A This document has been electronically signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. pt111tNrt It, 8-Is,I 03/ 15/2018 ti No. 70861 4 STATE OF j SS ONA Florida Certificate of Product Approval #FL1999 Printed 3/15/2018 10:42,23 AM f Job Number: 19792 I fly 1 I SEON: 561756 / T4 / COMNI Cust• RR408 JRef, 1 W994080005 7497 - C Oty, 12 FROM: RF DrwNo• 073.18 1212.39297 Truss Label: Al KM / WHK 03/14/2018 f' e 79 Loading Criteria (psn TCLL: 2000 TCDL: 7.00 SCLL: 0.00 BCDL: 10.00 Des Ld: 3700 NCBCLL: 10.00 Soffit: 2.00 Load Duration. 1.25 Spacing: 24.0 ' 6'74 I r 1 TW 12 24' 6'3'4 5'8't2 5'8'12 6'3'4 Is 4X40 24' 1.4' 8' 8' i 8' j 1'4- 8' 16, 24' Wind Criteria Wind Std: ASCE 7.10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP' B Mean Height: 23.68 It TCDL: 4.2 psf BCDL: 5 0 psf MWFRS; Parallel Dist h/2 to h C&C Dist a: 3.00 it Loc. from endwall• not in 9.00 ft GCpi' 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42'-high x 24'-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT' W Pf: NA Ce: NA Lu: NA Cs' NA Snow Duration: NA Code I Misc Criteria Bldg Code. FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used- Yes FT/RT'0(0y0(0) Plate Type(s), WAVE WARNING** READ AND FOLLOW AL IMPORTANT" FURNISH THIS DRAWING TO ALL truss and position as any DefUCSI Criteria PP Deflection in loc Udell L /# VERT(LL). 0.061 1 999 240 VERT(TL): 0.156 1 999 180 HORZ(LL): 0.023 H - - HORZ(TL): 0 042 H Creep Factor. 2.0 Max TC CSI: 0.282 Max BC CSI- 0.688 Max Web CSI: 0.221 VIEW Ver. 17.02.01A.1114.21 1 a n wto.. sN COA >ONAL,,a• 03/15/2018 1 1 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1043 1118 / 521 / - / 150 / 4.0 F 1043 /118 /521 /• /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Reg = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - C 3W -1669 D - E 379 - ISM C - D 379 -1510 E - F 3W -1668 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1431 - 227 H - F 1431 - 251 1-H 9W •106 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp I - D 580 -125 D - H 579 -125 INCLUDING THE INSTALLERS 1 , Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shBII pprovide terhporarrvy ucturel sheathing and bott2rtl Chord $Ball havfl a progeny have bracing installed per BC51 sections B3. B7 or 10, on the JoinfDetails, unless noted otherwise. Refer to it any deviation from this drpwin ,an failure to build the nnqq of trussseesA Beat on thi drawing or over pag@insibilitysolelyforthedesinshown. The suitability ALPINENE Miiwmww. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19792 Ply. 1 SEQN: 661757 / T7 COMN Cust: R408 JRef: IW994080005 7497 - C 17497 - C •DAVID WEEKLY Oty: 3 FROM: RF DrwNo: 073.18.1233.06173 Truss Label: AIA I I KM / OF 03/14/2018 6'1'12 12' i 1T11Y4 24' 8'112 5'1(Y4 5'10'4 6'1'12 -1 54X40 1T10- i & r _T 8' 1T IV 24' i Loading Criteria (psl) TCLL• 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 8 Mean Height 23.68 ft TCOL: 4.2 psf SCOL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not In 4.50 ft GCpi: 0.16 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind WARNING" IMPORTANT" FURNISH Snow Criteria (Pg,Pf In PSF) Pg: NA Cl: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std' 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s)- WAVE Defl/CSI Criteria PP Deflection in loc L/defl UN VERT(LL): 0.025 J 999 240 VERT(TL): 0.069 J 999 180 HORZ(LL): 0.008 1 - - HORZ(TL): 0.014 1 Creep Factor. 2.0 Max TC CSI: 0.334 Max BC CSI: 0.403 Max Web CSI: 0.439 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 749 / 193 / 410 1- 1150 / 4.0 H 968 /218 /478 /- /- /4.0 F 309 / 83 / 174 / - / - / 3.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings S. H. & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) VIEW Ver 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens Comp. B - C 268 -1056 O - E 204 - 559 C - O 198 - 557 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 887 -159 J -1 884 -160 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -1 183 -511 E - H 234 -823 1 - E 562 - 73 E••••F , SAT O Q SCCOAS•--O Na4 rrrawl 03/15/2018 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS lnatallin and braeing Refer to and follow the latest editwn of SCSI (Buildi ractices pgrior to pe minn9g these functions. Installers sh811 provide terhpora e property attache structu7aI sheathing and bottortl horn anal) Bevfl a pronerestraintifwebsshallhavebracingg msTalied per BC 1 sections 83, B7 or B1 , as shown above and on the JOInmetails, unless noted otherwise. 4efer to a division of ITW Buylldl1'nq CCompon nts Group 1% shall not be responsible for any deviation from this drawinU,an failure to buildthe cGnformance Nnt4h AN51/TPI 1, or or handling shl0pin0, installation and b irtq opf truss seal on thig dr8wirig or ?he suitability this drawingrnicatesaccetaneeofproTessionaienineerin9rensibilibsoleartdeslnhown. e ofthisaiawmgforanystructureistheresponsibililt)n theHuildsing Desigrfer per ANSI/TPI 1 . . ALPINE wnwoo~ 2400 Lake Orange Or Suite 150 Orlando FL. 32837 f Job Number: 19792 Ply: 1 SEON: 561758 / T1 GABL I Cust• R408 JRef: 1W994080005 7497 - C /7497 - C -DAVID WEEKLY Oty: 1 FROM: RF DrwNo: 073.18.1233.18713 Truss Label: AIS I I KM / OF 03/14/2018 a l'12 1Y I!'IIr4 24' al'12 5'10'4 510'4 al'12 f—r—{ ra4G 1.4• a a a a 19- a Ir la 24• Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7.10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCOL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP. B Mean Height 23.68 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 SCOL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing, 24.0 ' C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP 02 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind Additional Notes See OWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg.Pf In PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce' NA Lu: NA Cs: NA Snow Duration, NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE OeflICSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.042 F 999 240 VERT(TL): 0.125 R 999 180 HORZ(LL): 0.016 F - HORZ(TL): 0.030 F Creep Factor. 2.0 Max TC CSI: 0.396 Max BC CSI: 0.301 Max Web CSI: 0.465 VIEW Ver. 17.02.01A.1114.21 GPM H• r 03/ 15/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (lbs), or •=PLF Loc R / U / Rw / Rh / RL / W B• 209 / 51 / 120 / • / 43 / 42.0 AA'370 / 81 / 230 / - /- / 42.0 Wind reactions based on MWFRS B Min Brg Width Req = - AA Min Brg Width Req = Bearings 13 & AA are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - D 337 -736 J - L 661 -641 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 1234 - 351 0-0 1359 -1037 S - O 609 -179 O - L 697 -540 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 0-0 268 -385 J - O 669 -930 0-1 801 - 540 a q extreme care In fa6d a0 h ndlln9 shipping In;falling and braCl'na Refer to nd follow the latest edltwn of ¢CSI (BuildingtlgaftyInformation, by TPI end S CA) t0i safety practices prior to pertornling these functions. Installers shall orowhdeflterhporDary BC51. Unless noted olherwlse.top chord shall h9ve proper)vy attacheR ssructural sheathing and bottom G sectionsh8av%a roge0y Idceiling. Locations shown for permanent lateral restraint Of webs s al have braclnaa inslalled per BCS it.. 6gp1"y plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (Refer to a division of ITW BuiIM,4 mponents Group In,& shall not be responsible for any deviation from this dr8winp,anv failure to buildthe cGnf rnancewithANSI/TP1 1 • or for hapoling• shipping, installau n and bracing bf trussesA seal on this dr8wirig or cov suita ili this drawingindicatesacceptanceoforessiorareengineerinsfresponsibilitysolelyforthadesignshown. ty se o this drawing for any structure s the responsibllity o the Building Desigder per ANSI/TPI 1 SSc.2. ALPINE NE mirM41/11M 2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Job Number: 19792 Ply: 1TFR N: 581759 / T3 / HIPS Cust: RR408 JRef 1W994080005 7497 - C Dry. 2M: RF DrwNo 073 18.1212.37598 Truss Label: A2 I KM / WHK 03/14/2018 Loading Criteria (psq TCLL. 20.00 TCDL' 7.00 SCLL: 0.00 SCOL: 10.00 Des Ld. 37.00 NCBCLL. 10.00 Soffit. 2.00 Load Duration: 1.25 Spacing: 24.0 8'84 11' t 3' 1 T3'12 24' 8'8'4 4'3'12 7 43'72 6'8'4 a4X4 MAIX4 0 E 24' 1'4- t t' 2' 11' 1'4- 11' 1 X 2V Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP. B Mean Height: 23.43 ft TCDL: 4.2 psf BCOL: 5.0 psf MWFRS Parallel Dist. h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 It GCpi: 0 18 Wind Duration, 160 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use puriins to brace all flat TC ® 24' oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg.Pf in PSF) Pg: NA Cl: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code. FBC 61h.ed TPI Sid. 2014 Rep Factors Used: Yes FT/RT:0(0u0(0) Plate Type(s)' WAVE Deft/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0 045 J 999 240 VERT(TL): 0.155 J 999 180 HORZ(LL): 0.021 1 HORZ(TL)• 0.039 1 Creep Factor. 2 0 Max TC CSI: 0.502 Max BC CSI: 0.971 Max Web CSI. 0.235 VIEW Ver. 17.02.01A.1114.21 50 4 •. Igo. T8 1 s I 4, AL EN• 03/15/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W 8 988 1119 / 524 / - 1139 / 4.0 G 988 / 119 / 524 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 391 -1470 E - F 344 -1162 C - D 344 -1163 F - G 390 -1469 D - E 328 -976 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -J 1256 -246 I- G 1255 -271 J-1 976 -134 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 173 -383 I - F 172 -382 aa ire extreme care in fapricatinq h ndlinq shinpm installing and brae nqq. Refer to and follow the latest edition of BCSI (BuildingfgtaftyInformation, by TPI and S CA) A safe practices prior to perrlomtmg these fun ons. Installers shall provide terhporary 9cSI. Unless noted oherwise,top chord shall h ve proper)vy attached structural sheathinq and bottom Cshord gnall havfl a progeny lid ceiling Locations shown forpermanent lateral restraint bf webs shall have bracingq installed per C51 sections Ba3, 87 or 10, le. AppTji plates to ach face or truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to 60A-Zq r standard pate positions. of any failure to build the Lor over p hesuSt,llty ALPINE mfrwc 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Num ly' 7497 - C tier: 19792 I Pam: 2 I FROM, R 1760 / T2 / HIPS I Cu1st o: 073 18R1212 05 39049 Truss Label: A3 55' 4 9' 15' 18'2"12 24' 5' 9'4 3'2'12 6' 3'2"12 5'9"4 a 4X6 =4X4 D E 24' n 1' 4" 9' 510"4 i 911"12 i 9' 14' 10'4 24' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL• 0.00 BCDL• 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24 0 " Lumber Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: 8 Mean Height 22.93 it TCDL: 4.2 psf BCDL. 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpI: 0 18 Wind Duration. 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use pudins to brace all flat TC Q 24' oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT. NA Pf• NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/ RT:O(Ou0(0) Plate Type(s): WAVE DeR1CSI Criteria PP Deflection in loc Udell L/# VERT( LL): 0.049 J 999 240 VERT( TL): 0.133 J 999 180 HORZ( LL): 0.022 1 - HORZ( TL)- 0.040 1 Creep Factor 2.0 Max TC CSI, 0.386 Max BC CSI: 0.643 Max Web CSI. 0.137 VIEW Ver. 17.02.01A.1114.21 03/ 15/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W 8 988 / 239 / 525 / - / 119 / 4.0 G 988 / 239 / 525 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 426 -1514 E - F 391 -1289 C - D 394 -1297 F - G 426 -1512 D- E 381 -1126 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - J 1298 - 284 I - G 1297 - 308 J- 1 1124 -196 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req Ire extrefne care in le ricatin9 h ndlin9g shle Ing in tallin and bracing Refer to and follow the latest editi n of BCSI ((Buildingg Componen[tgafety Information, by TPI and SRCA) f8r salep practices prior to perfoPrning these functions. Installers shall oorovide terhporerY brawn per BCSI. Unless noted oZherwi%top chord shall h1ve properiattached structural sheathm9 and boft%r Chord gnall t a pro envy attach dn91dceilinggLocationsshownrorpermanentlateralrestraint f webs shall have brawnggj nstalled per BC51 sections 83, 87 or 810, as applicableQ. Apppply plates to each face of truss and position as shown above and on the Joint -Details. unless noted otherwise. Refer to ALPINE 10111161111..., drawings 160A- Z for standard plate positions. Alpine, a division of ITW Byild1rhgCComponents Group Inc., shall not be re ponsTle for any ddeviation from this drawl an failure to build the a pw00 a+n tru55 in wvfonnance with AN51/TPI 1, or for handling, shippin , installatlonganrdebracing gf,I s?sA eall o ndthi$gd 2 or cover pdga 2400 lake Orange Dr. listing this drawing indicates acceptance of pra assione 7ngin thenHuild1no sibiliNetoter A SI/TPI 1 Sec 2hovlin. The suttability Suite 150 and useofthisdrawingoranystructureisaresponsibiityoggrfpeFormore mformaton see this MISS general rotes pane and these web sites: ALPINE, www elpmedw com, TPI; www tprnst Ora, SBCA. w sbeindustry Mom• ICC www icasafe oM Orlando FL, 32837 Job 7497 - C tier: 19792 I Oly. 1 I FROM- RF1788 / T11 /HIPS I KOr No. R1073.18.11210.3620608 5 Truss Label: A4 7' 12' 17' 24' 7' S' S' 7' 6X6 1112X4 a 6X6 C 0 E T ,2 8 p 0 i B F 7i A C e 4X6(A2) Ip 2X4 m 5X6 112X4 a 4X6(A2) 1-4- Loading Criteria (pin TCLL: 20.00 TCOL: 7.00 BCLL: 0.00 SCOL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 7'1'12 7'1'12 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: It EXP: B Mean Height 22.43 ft TCOL: 4.2 psf BCOL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bol chord 2x4 SP #1 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 to 56 pif at 7.00 TC: From 28 pif at 7.00 to 28 plf at 17.00 TC: From 56 plf at 17.00 to 56 plf at 25.33 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 20 pif at 0.00 to 20 plf at 7.04 BC: From 10 plf at 7.04 to 10 plf at 16.96 BC: From 20 plf at 16.96 to 20 plf at 2400 BC: From 4 plf at 24.00 to 4 plf at 25.33 TC: 240 lb Conc. Load at 7.04,16.96 TC: 169 lb Conc. Load at 9.09.11.09.12.91.14.91 BC: 454 lb Conc. Load at 7.04.16.96 BC: 127Ib Conc. Load at 9.09.11.09,12.91,14.91 Puriins In lieu of structural panels use pudins to brace all fiat TC Q 24' oC. Wind Wind loads and reactions based on MWFRS. 4'10'4 12' Snow Criteria (Pq.Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT.0(0y0(0) Plate Type(s): WAVE 24' 16'10'4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.168 0 999 240 VERT(TL): 0.454 D 913 180 HORZ(LL): 0.055 H - HORZ(TL): 0.101 H Creep Factor 2.0 Max TC CSI: 0.857 Max BC CSI: 0.723 Max Web CSI: 0.319 VIEW Ver. 17.02.01A.1114.21 H. ir, 1 • r 1 03/ 15/2018 AL 7'1'12 1'4- 24' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W 8 2086 1537 / - / - / - / 4.0 F 2086 / 537 / - / - / - 14.0 Wind reactions based on MWFRS 8 Min Brg Width Req = 2.1 F Min Brg Width Req = 2.1 Bearings 8 8 F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 987 -3W9 O - E 1039 -4090 C - 0 1039 -4090 E - F 987 -3869 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 3381 - 844 I - H 3407 - 844 J -1 3407 - 844 H - F 3381 -8" Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 617 -4 1 - E 837 - 238 C -1 837 - 238 H - E 617 .4 D -1 289 -586 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS q Ira extreme care in fabrl tins, h dlin9 shiDpi in ;tailing and bra Refer to 8nd folkiw a latest edition of BCSI (Buildingt1g8ftyInfinnation, b TPI and S EA) f0i sareN praaices prior to pegpming these runctlons. Installers shall Mvide terhporarY9C51. Unt ss no oYYtIlerwige,top chord shall h9ve properi attached structural shgathinq and boltQrtl chord ;nal havfl a pro eAy id ceilingq Locations shown for nnanent lateral restraint of webs shall have bracinq installed per BCSI sections 3, e7 or 1U@._ AgpTy pi to @ach face_ of truss and position as shown above and on the JoinCDefaiIs, unless noted otherwise. Refer to a division of ITW Buitddl'n ompon$nIs Grpup In% shall not be repponsible for an ?aviation from this drawl an V failure to build theCGofppmianCewithuN111, or for handling shipping, installation and bracing( tru5585A Seal on thig dirlp or su@ bilithistlrawingindicatesacceotanceOfpro1essrOnar@nging@ringmgponsrblitVsoleyforthha eslgn Shovdn. ty se of( this thawing for any structures a responsibility of the wilding signerDeper ANSI/TP 1 e. ALPINE NE IMIP•1/ Nlr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19792 I Ply-1 000 I SEON: 561761 / T15 I EJAC I Cust: RR408 JRef: 1W994085 7497 - C Oy. 6 FROM: RF OrwNo. 073.18.1212.38889 Truss Label: EJ7 KM / WHK 0311412018 Loading Criteria (pat) TCLL: 20.00 TCOL: 7.00 BCLL: 0.00 BCOL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 C 12 6 [7- re O f'7 e R B TT3 1 A 9YdrAI I o f~ 1 4" T 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height 22.43 ft TCOL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4 50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Snow Criteria (Pg.Pr in PSF) Pg: NA Cl: NA CAT: NA Pf: NA Ce' NA Lu. NA Cs. NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT•0(0y0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162'x3.5') toe -nails at top chord. Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord. Defi/CSI Criteria PP Deflection in loc L/defl L#t VERT(LL): NA VERT(TL): NA HORZ(LL): 0.013 D HORZ(TL)• 0.023 D Creep Factor. 2.0 Max TC CSI: 0.598 Max BC CSI- 0.455 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1114.21 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL I 8 360 / 62 / 220 I - / 126 / 4.0 0 127 /- /84 /- /- / 1.5 C 169 182 / 67 I - / - / 1.5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 03/15/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS q i extreme care in fabricating h ndlinqq shiopin ingtalling and braclnqq. Refer to and follow the latest editiCn of BCSI Buildin4grfetyInformation, by TPI end S CA) fb) safety (racbces prior to perto rnm9 these functions. Installers shall erovtde to por r rg r BCSI. Unless noted olhenase.top chord shall h9ve properly attached sSructuTal sheathing and bottom hord gnall havfl a properly aid ceilin .Locations shown for rmanent lateral restraint f webs shal have bracing ms led per BC I sections 83, B7 or B1U SI A pgTv ol tes to each face ot truss and position a5 shown above and on the Joint-Detatls, unless noted otherwise. Refer to A-Z forslarxlard plate positions. ivision of ITW Building Comoonents Grouo Inc shall not be responsible for any deviation_ from this drowing.anv failure to build the any ALPINE rnnwolavn 2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Job Number: 19792 Ply 1 SEON: 561762 1 T14 / JACK Cusr RR408 JRef: 1 WgNO80005 7497 - C Oty: 4 FROM- RF OrwNo: 073 18.1212 36736 Truss Label: CA I I KM / WHK 0311412018 Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 ' 4"3 1 Wind Criteria Wind Sid: ASCE 7-10 Speed. 139 mph Enclosure- Closed Risk Category: II EXP: 8 Mean Height 20.93 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to C&C Dist a: 3.00 ff Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 n 12 C6 CMZF T O LO LO Al) 1' 1'410 - 1' Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): NA B 201 157 / 137 / - / 33 / 4.0 Lu: NA Cs: NA VERT(TL): NA D 9 / 10 / 15 / - / - / 1.5 Snow Duration: NA HORZ(LL): -0.000 D C -36 136 / 24 / - / - / 1.5 HORZ(TL): 0.000 0 Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.198 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.025 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI. 0.000 Bearing B is a ngid surface. FT/RT:0(0 0(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver. 17.02.01A.1114.21WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162'x3.5') toe -nails at top chord. Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord. 4N'••:C'E SF I o. 08 1 o SAT p :• . : w . COA ONA4 F• 03/15/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa tinq h ndlin9 shipping, installing and brace' g Refer to 8nd fpllow a la sl edttwn of 13CSI (BuildingComponen[ ggaaf ty Information, by TPI pn S CA) far safety racttces poor to perto/Fning these functions. Installers shall provide tech raNbracingper8G51. Unless noted olhervn5e,top chord shall h9ve proper)vy attached structural shpathina and bottom Chord;hall havfl a ro eny attached riggid ceiling. Locations shown for peml8nem lateral restraint 0f webs shall have bracing installed per BC51 sections 83, B7 or 10, as applipt3lg A T tat to ach face of Wss and position as shown above and on the JomCDefails, unless noted otherwise. Refer to A101119611*1 LPINEdrawings160A-2f{g s ant ard Agate positions. Alping, a division of ITW Build! Componentag Group InC..shall npt be responsible for any deviation from this drawlnq,any failure to build thetrusstoroofrtnaflcewithANSI/iP1 1, or fior andlinq, shhippmg, Inst2Ration and bracinrq ocf ussesA sal on this drawing or over p ggili 2400 Lake Orange Dr. listing this Srawin9 indicates aceeotanee of pro7essionar en inaerin9 re ponslbility sigelyor th design hown.he su is b Suite 150anduseofthisdrawingforanystructureistheresponsibiiitoftheHuildngDesigrferperANSI15ec.. For more information see the ows gmerei seta woe and tnese web anea. ALPINE: www alpineaw cam: TPI: www.toiftt am. S8CA www sbd stry.00ma ICC' www ioraafe am Orlando FL. 32837 Job Number: 19792 Ply: 1 SEON. 561763 / T13 /JACK Cust. RR408 JRef. IW994080005 7497 • C Oty. 4 FROM: RF OrwNo: 073.18.1212 39814 Truss Label: CJ3 I I I KM / WHK 03114/2018 Loading Criteria (pst) TCLL: 20.00 TCOL• 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 ' T 3' it3' Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Speed. 139 mph Pf: NA Ce- NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D EXP: B HORZ(TL): 0.001 D Mean Height: 21.43 it Code I Misc Criteria Creep Factor. 2.0TCOL: 4.2 psf BCDL: 5 0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.225 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI, 0.068 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any Ff/RT:O(Oy0(0) GCpi. 0.18 Plate Type(s). Wind Duration: 1.60 WAVE VIEW Ver. 17.02.0IA. 1114.21 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 16d common(0.162'x3.5') toe -nails at top chord. Provide ( 2)16d common(0.162*x3.5*) toe -nails at bottom chord. GEN 1 I, ot SAT O :Q E•'` COA ao Z'/tyOy`wMdMap 03/ 15/2018 n Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 222 /46 /141 /• /63 /4.0 D 50 /- /36 /• /- /1.5 C 59 128 / 20 / • I - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Srg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS aa I extreme care in fabricatingq hh88ndlinqq shippin in$talling and bracirrw1q Refer ro and follow the Ia eSl editiCn of BCSI (Building ttgrfetyInformation, by TPI and Sf3CA) Ib saffety pgractices nor to rfo rninq these functions. Instal er5 shBII provide tern rary BCSI. Unless noted otherwise.top chord shall h9ve properlvyp attached structu7al shpathin99 and boltQrr Chord ;Hall havfl a rooeny Taaid Ceiling. Locations shown for permanent lateral restraint Of webs shall have bracmg mslalled per aCSI sections B3, 87 or B 10, ec._ Apply plates to each face. oftrussand position as shown above and on the JoinhD. tail . unless noted otherwise. Refer to a division of ITW B iddl'ng ompongnIs Grpup In& shall npt be responsible for any deviation from this drawing,an failure to build the Conf rtnancge witdh AN51/T I 1 for hQantlpling shipping, mstalleationgnd irlg gf,trusseslAeal on thig drawirfg orhe sue bili this rewindiniseSactsncefmroTesstonaieennerinrenstbtlrttyysolerthedeinshown. ty to othisrangforanystructureisaresponsibilit-lo the uilding Desigrfer per ANSI/ 1SSc.2. A IPL NE µmwc2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Cust0137497Number: 19792 I ay. 4 I FROM: RF1784 I T12 / JACK I DrwNo: 1073.18..11212.39:9 005 Truss Label: CJS Loading Criteria (psq TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing- 24.0 - T Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height 21.93 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi. 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Py,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0u0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162'x3.5') toe -nails at top chord. Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord. 5' 5' Def1/CS1 Criterla PP Deflection in loc L/defl LJ# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.004 D HORZ(TL): 0.007 D Creep Factor. 2.0 Max TC CSI: 0.264 Max BC CSI: 0.223 Max Web CSI: 0 000 VIEW Ver. 17.02.01A.1114.21 INV r o. 7.08 1 l,o% SAT O ;Q COA #O Z7Nrrydo`'p, 03/ 15/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 288 153 / 179 / - / 94 / 4.0 D 89 /- /58 /- /- /1.5 C 116 /55 /45 /- /• /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = . C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a ire extreme care in fa dsatir q h ndlir shipping metalling and brec'nq Refer to and fellow the latest edit'Cn of SCSI Build' fety Information, by TPI and S CA) fbi safety practices prior to pe rming these functions. Installers shall p vide to pore I. Unless noted c herwi e,top chord shall have propedg attached structural sheathm9 and bottortl Nord final hav a pronedceiling.Locations shown sfor permanent lateral restremt of webs shall have bracinn installad per 191 sections 83,7 or BtQ._ Apptplates to each face_ of truss and position as shown above and on the JoinCDetads, unless noted othervwse. Refer t0 a division of ITW Buildl'nQC mponents G?up Inc. shall not be respons' le for an deviation from this dr8wi anv failure to buildthe nfprtnan 9 vnth AN51/7PI 1 for handpmq shipping, instal tidn nd bradnct f wssesA Seal on this dir or he suifabili th srewindindicaesaccenceofroassoneennrimreponsblisolelyforthedesnhon. ty is o this 'awing or any structure is a responsibilitro the uildrng Oesig er per ANSIRPI 1 c. . ALPINE NE wmvarrrre2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19792 Ply 1 SEON: 581785 / T18 /HIP_ Cust: RR408 JRef. 1 W994080005 7497 - C Oty: 2 FROM: RF OrwNo. 073.18.1212.38690 Truss Label: HJ7 I I KM / WHK 0311412018 Loading Criteria (psn TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NC8CLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 5'4"5 i 9110"1 5'4"5 4'5"11 n 12 p4.24 as C4 Q ih to Q B 4'3T y A Lo G FE III2X4 a3X4 1'10"10 5'2'9 4'1'9 5"1 5'2.9 9'4'2 9'1 -1 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: 8 Mean Height 22.42 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Oense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25) TC: From 0 plf at -1.89 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.89 to 4 pif at 0.00 BC: From 2 plf at 0.00 to 2 pif at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 118 lb Conc. Load at 4.24 TC: 232 lb Conc Load at 7.07 8C, 17 lb Conc. Load at 1.41 BC- 100 lb Conc. Load at 4.24 BC. 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0u0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162'x3.5') toe -nails at top chord. Provide (3) 16d common(0.162'x3 5") toe -nails at bottom chord. Defl1CSI Criteria PP Deflection in loc L/defl L/9 VERT(LL): 0.021 G 999 240 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL W B 318 / 145 / - / - /- 4.9 VERT(TL): 0.057 G 999 180 E 328 / 65 / • / - / - 1.5 HORZ(LL): 0.005 F D 71 / 24 1- / - / - 1.5 HORZ(TL)• 0.009 F Wind reactions based on MWFRS Creep Factor. 2 0 B Min Brg Width Req = 1.5 Max TC CSI: 0.475 E Min Brg Width Req = - Max BC CSI: 0.591 O Min Brg Width Req = - Max Web CSI: 0.324 Bearing B is a ngid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 17.02.01A.1114.21 jChordS Tens.Comp. B - C 194 - 694 4SI H. N i;o C,EAI,SF . 3 • •• 6. i ( o. iOa 1 i ,o t SAT O : t, Q 4 `S ONAI. Np COA #0 2`h4,yr„a„1rM" 03/15/2018 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 654 -166 G - F 642 -166 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 183 - 705 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qq ire extrere care in fa6riratinncql h ndlin , shiaping, in;talI' g and brac'nqq. Refer to nd follow the latest edictpn of gCSI (Buildiny d fu ry Information, b TPI pna'S CA) f r safet(yy practices prior to per o ming these functions. Installers sh811 vide temporerlfG51. Unless noted ov lerwise,top chord shall h9ve property attached structure) shgathin9 and boltQrtl Chow) ;flan hvfl a pro0efl id ceiliRno9 v. pLotceastionse shown for permanent lateral restraint bf webs shall have bracing installed per 8c51 sections Be3, B7 or B 1B0A•A gr'. I r i t plate face of and position as shown above and on the Joint Details, unless rated otherwise. Refer to ivision of ITW 8yildlnaqCCompon8nis Group Int. shall rat be reg nsible for anv deviation from this draws an failure to build the1fQnnancewithAMPIOI1, or ror handlinga, shipapingg, msttaallat n and bradnnqq af trusssB8sA Seal on thi dr 1 9 or over p giliiprawing, Indicates acceptance Qf OroTessiona. gngingaring responsibility solely -for the Qes]gn shown. he su ty A IPLNE wmwm w/n 2400 Lake Orange Or. Suite 150 Orlando FL.32837 Job Number: 19M Ply: 2 SEON. 561819 / T27 FLAT I Cust: R408 JRef., IWM08MS 7497 • C n497 - C -DAVID WEEKLY pry• 1 FROM* CH DrwNo: 073.18.1233.31883 Truss Label: FGI KM / OF 03/14/2018 2 Complete Trusses Required 3'4'S 8'4"10 8'8" IL "2 13A"8 159'11 18'2'13 20'7'3 24' 3'4"5 3'0"5 2'3'6 2'S'2 2'3'6 2'5"2 2'5"2 2'4"8 3'413 a4X4 10) 8A5X6 05X8(5 a4X4(105) 112X04 1112X4 a5G6 m3H6 a3Xi81321 F J T v T I 4• Z Y V T SR O P O N M AA L K f1J- X 07X8 a3X6 a3X6[31) MIX4 BI.3X6•) B2 11N3X6•) qU( 21'2' 2'l0' -•{ 25' 3'8' 23'4 2'8'10 2'S'2 2'S'2 2'5"14 24'6 3'0'9 2'9' 83' 8'8'4 11'2'14 13'8' 18'1'3 18'"7 20'11'7 24' Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 SCOL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24 0' Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP. NA Mean Height: NA it TCDL: NA psf SCOL. NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA 1. NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #1 Dense Sot chord 2x6 SP SS :82 2x4 SP #2 Dense: Webs 2x4 SP #3 :W2, W5, Wig 2x4 SP #2 Dense: Nailnote Nail Schedule:0.I28NW, min nails Top Chord: 1 Row ®12.00* o.c. Bot Chord: 1 Row Q12.00' o.c. Webs : 1 Row ® 4'o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Our.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 24.00 BC: From 10 plf at 0.00 to 10 plf at 24.00 TC: 727 lb Conc. Load at 6.40 PLB: 700 lb Conc Load at ( 3.00, 8.71). (6.00,8.71) Plating Notes All plates are 3X4 except as noted. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 5) WSX8 O 1.25 (101 W4X4 2.25 R 1.25 15) W4X4 1.75 R 1.25 (311 W3X6 2.25 L 1.25 321 W3X6 2.25 R 1.25 Snow Criteria (P9.Pf to PSF) Oef 1CSI Criteria Pg: NA Cl: NA CAT: NA PP Deflection in loc L/defl LJ# Pf. NA Ce: NA VERT(LL): 0.505 D 497 360 Lu: NA Cs: NA VERT(TL): 0.884 D 362 240 Snow Duration: NA HORZ(LL): 0.068 A - HORZ(TL): 0.094 A - Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.747 TPI Std: 2014 Max BC CSI• 0.911 Rep Factors Used: Yes Max Web CSI: 0 993 FT/RT:0(0/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 Puriins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up Laterall brace SC above filler ® 24' O.C. (or as designed) including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W Z 2732 I- l- I- l- /6.0 AA 2034 I - l - I - l - / 8.0 Z Min Brg Width Req = 1.6 AA Min Brg Width Req = 1.5 Bearings Z 6 AA are a rigid surface. Bearing AA requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 0 -3756 E- F 0 -5589 B- C 0 -6019 F- G 0 -4383 C-O 0 -MM G-H 0 -3162 D- E 0- 5623 H -1 0 -1605 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. X-V 4018 0 O-P 5623 0 V- T 4006 0 P- O 4547 0 T- S 4018 0 O- N 3344 0 S-O 6108 0 N-M 1816 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 1wt11try flYrrrry A- Z 0 -1267 O- G 1139 0 A- X X - 8 3910 0 0 - 898 G- N N - H 1476 625 0 G, B-S 2119 0 H-M 0 725 Y•i (jE N5. •• : .. C - O P• F 178 - 536 1142 0 M - I I- L 1599 0 0 892 i i s F- O 0- 564 o t SAT O COA#440',,,0; wltdl° 03/15/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qq exVeme care in fa ncating handling shiDpm rn;calling and brag nq Refer to nd follow the latest editron of BCSI (BuildingugrarItyInformation, by TPI pnd SBCA) fa) safety pradrees prior to perfomling theseafunctions. Installers shall nroride terFiporannYYrBCSI. Unless noted otherwise top chord shall h9ve properly ahached structural sheathing and bolt2rtl thorn ;Hall havfl a proGeaaxlceiling. Locations shown nor Aernanent lateral restraint 6f webs shall have brannn9g installed per BG51 sections 83, 87 or a10, ice.. QppTy plates to each face, of truss and position as shown above and on the JoinCDetails, unless rated otherwise. Refer to rivi i,orrorr acceptance any structure failure to build the 1 or cover n. The sui ility A IPLNE rtwaavrnr 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: 19792 Ply: 1 SEON• 561807 / T19 FLAT Cust• R408 JRef: IW994080005 7497 . C f7497 . C •DAVID WEEKLY Oy: 1 FROM- RF OrwNo: 073.18 1233.34590 Truss Label: FG2 I I I KM I OF 03/14/2018 2'01 1 4'5 15 1 6'6" 2'01 12'513 12'0"1 Ill A2X4 = 3X6j4] = 3XC6[71 1112X44 9.4" 279 2'0"13 279 279 4'3"7 6'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std• NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh I RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL)- 0 047 G 999 360 H 2271 / - I - / - / - / 4.0 SCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0 082 G 999 240 E 1706 / - I - / • I - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.018 E H Min Brg Width Req = 2.3 Des Ld: 55.00 EXP: NA T ): 0.025EHORZL E Min B Width R eq = 1.7rg NCBCLL: 10.00 Mean Height NA ft Code I Misc Criteria Creep Factor. 2 0 Bearings H & E are a rigid surface. TCDL: NA psf Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0 703 Members not listed have forces less than 3754 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.751 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.485 Chords Tens.Comp. Loc. from endwall: NA FT/RT.0(0)/O(0) I: NA GCpr. NA Plate Type(s): B . C 0 -3076 Wind Duration: NA WAVE VIEW Ver. 17.02.OIA.1114.21 Lumber Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP #2 Sot chord 2x4 SP #1 Dense H - G 3081 0 F - E 3077 0 Webs 2x4 SP #3 :W2, WS 2x4 SP #2 Dense: G - F 3076 0 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply (Ibs) No Size Shift Site No Size Shift Bite Webs Tens.Comp Webs Tens. Comp. 31 W 4X6 2.25 L 2.25 ( 41 W 3X6 2.25 R 1.25 A . H 0 - 799 C - E 0 - 3372 71 W3X6 2.25 L 1.25 (101 W4X6 2.25 R 2.25 H - B 0 -3371 Pudins The TC of this truss shall be braced with attached spans at 24' oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. IMPORTANT" P`_PI 11 H ••.r r 0.708 1 G,o% SAT COA #0 1Z7f>1Sryra , Ew+`o j , 03/15/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS to talling and brac'rrwpn Refer to nd follow the latest edition of BCSI (Buildinracticespriortoperivthesefunctions. Installers ssrhhtli providdae@@tern iraepropertyattachedstructtrrelsheathingandbott2mCisecttonns83v87 'or BeO; restraint f webs shall have bracing Installed peril as shown above and on the Join etails, unless noted otherwise. Refer to ill not be repponsible for an deviation from this dr;wi an failure to build the 1q, installation and bracing pf truss?sA seal on tht; d Xg or over pag9slgngnggringra}ponsibility solely (or )hedesn Ihown.he suitability ALPINEINE Iwrtwaa+un 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19792 Ply: 1 SEON• 561822 / T5 SY42 I Cust• R408 JRef. 1W994080005 7497 - C f7497 - C -DAVID WEEKLY Oty- 7 FROM- CH I DrwNo: 073.18.1233.38040 Truss Label: F1 KM / DF 03114/2018 10 8' 11'8 24' 1'8 , 10'6' + 1'T Irra i __ re' --I 11 12 -I F- 1•6- _" FI ( TYP) I- 26-12 --1 76'12 - 1 28.12 76'12 --1 76.12 -I 2'8.12 pfiL, a3X8 ®3X4 a3X6 aW=3X4 m3X10181 a3X4(191 112X4 A B C D E F G H I J< K L M T W1 v 1 7 9'4' a3X8 63X8[51 aW=H0312 a3X4 -3X4 o3Xt0(151 s4X6(181 a3X4 217 Z11.8 --I 24'1.8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf to PSF) Def 1CSI Criteria Maximum Reactions (lbs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl Up Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.319 E 773 360 V 1074 / . / . / - / . / 6.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.738 E 471 240 P 2213 /. / . / - / . / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.047 B - - V Min Beg Width Reg = 1.5 EXP: NA HORZ TL : 0.076 B P Min B Width R 1.5DesCLLd: 50.00 Mean Height: NA ft ( ) 9 Code I Misc Criteria CreepFactor. 2.0 Bearings V & P are a rigid surface. NCBCLL: 2. 00 TCDL: NA psf Bearing P requires a seat plate. Soffit. 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.734 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.802 Members not listed have forces less than 375# Spacing: 24.0C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.727 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0y0(0) Chords Tens Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE, HS VIEW Ver. 17.02.01A.1114.21 B - C 0 -3320 G - H 789 - 2156 C- D 0 -3320 H- I 789 -2156 Lumber O - E 0 -4167 I - J 789 - 2156 Top chord 4x2 SP Bt Dense :T2 4x2 SP #2 Dense: E - F 0 -4171 J - K 2026 0 Bat chord 4x2 SP #1 Dense F - G 0 -4156 K - L 2026 0 Webs 4x2 SP #3 :W 13 4x2 SP W2 Dense: Plating Notes Maximum Bat Chord Forces Per Ply (Ibs) All plates are 1X3 except as noted. Chords Tens Comp. Chords Tens. Comp V- U 1940 0 R- O 3418 - 248 Plate Shift Table U - T 4061 0 O - P 415 -1535 JT Plate Chord JT Plate Chord T - S 4061 0 P - O 0 -919 No Size Shift Bite No Size Shift Bite S - R 4171 0 51 W3X8 3.50 L 1.25 1151 W3X10 5.50 R 1.25 161 W3X10 4.50 R 1.25 [181 W4X6 2.00 R 1.25 191 W3X4 2.25 R 1.25 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes M(t1N1111M1/fMlrprh' V - B 0 - 2155 O - J 2217 0 2x6 continuous strongback. See detail H, ,. ; B - U 1526 0 J - P 0 -1877 STRBRIBR1014 for bracing and bridging yP •..••.•..• t/Q 4` U -0 42 -819 P - L 0 -1401 recommendations. • •. D-S 480 -510 L-O 1145 0 Deflection estimate assumes composite action with a , Y F •. single layer of the appropriate span rated glue -nailed y : , : R - G 1223 0 M - O 0 617 G - O 0 -1512 wood sheathing. i o 708 ' Truss must be installed as shown with top chord up. 21 a i• SAT O Q A coA aON 03/15/ 2018 IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3 r8q irfl extrefne care in le ricating, ndlinq, shipping to*tailing and braelnp. Refer to nd follow the latest editi n of 13CS1 Buildin nentug8f y Information, byy TPI ana CA) fbr Safet(yy practices poor to perfomtirg these functions. InstalleB shal prowde to pora Ter, 11. Unless noted le. e,top chord shall h2ve propeAv attached structural sheathinq and bottartl Chord Small havfl a pro0e d rigid ceiling. Locations shown r rtnanent lateral restraint bf webs shall have brecin lied per BC51 5 lions B3. B7 or B 10, ica App talar s to ach face o wss and position as shown above and on the Joinf Oetads, unless note otherwise. Refer to ALPINE Is tA- s and pate positions. dn 71. d enerai mtd a end tnae wee saes ALPINE' www el ne,tw min: TPi www t nst a • seCA• www atxlnaus min• iCG www ionefe o Orlando FL, 32837 Job Number: 19792 Ply' 1 SEON: 561815 I T9 SY42 Cust: R408 JRef: 1W994080005 7497 - C /7497 • C -DAVID WEEKLY Oty: 3 FROM: CH DrwNo: 073.18 1233 41247 Truss Label: FIA KM I OF 03114/2018 8' 16'6'4 24' 18'1'8 1'88'T,y{,12 8' Tt2 T10'8 + 2W TMP) Z6'12 —(-- ZW12 Z6'12 -- 1-- Z6'12 --1 ZW12 —{ 1— Y6'12 IS' - a 3X4(31 a 3X4 a 3X8 t3 W=3X4 -3X4 a 3X4 a 3X4[211 112X4 A B C O E F GH 1 J K L M T r 0 L4-9'4- R O pis3X4(91 T is3X8 a3X8 m3X61131 =3X8P a3X4 m W=3X4 13't0' T4' r11*8 ^ 24'1'8 Loading Criteria (pso Wind Criteria Snow Criteria (P9,Pf in PSF) DeflICSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Defection in loc L/defl L/# Loc R / U I Rw I Rh / RL / W X 661 / - I - I - l - / 6.0TCOL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.095 M 403 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.292 M 223 240 S 1216 / - / • / • / - / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 L - P 1474 / - / - I - / - / 8.0 Des Ld: 55.00 EXP: NA Mean Height: NA ft HOR2 T L): 0.039 L - - X Min Brg Width Req = 1.5 NCBCLL: 10.00 TCOL: NA psf Code I Misc Criteria Creep Factor. 2.0 S Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.847 P Min Br Width R 1.59 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max SC CSI: 0.686 Bearings X, S. 8 P are a na surface. Bearings S & P require a seat plate. Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.525 Loc. from endwall: NA FT/RT:0(0y0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -1612 G- H 1667 0 Top chord 4x2 SP #2 Dense C - D 0 •1612 H - I 1667 0 Bat chord 4x2 SP #2 Dense D - E 226 -1366 I • J 1659 0 Webs 4x2SP#3 E-F 232 -1350 J-K 2053 0 Plating Notes F• G 1667 0 K• L 2053 0 All plates are 1X3 except as noted. Maximum Bat Chord forces Per Ply (Ibs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord X - W 1084 0 S - R 0 -1657 No Size Shift Site No Size Shift Bite W - V 1373 - 221 R - 0 0 -1659 31 W 3X4 2.25 L 1.25 ( 91 W 3X4 1.25 L 1.25 V • U 1366 •226 O • P 0 -1663 131 W3X6 1.75 R 1.25 (211 W3X4 225 R 1.25 U -T 397 •725 P • 0 0 -926 Deflection T - S 397 - 725 Max JT VERT - l Mt„ H• furrr4n, Maximum Web Forces Per Ply (Ibs) OEF CAME 0104 for catnbe9recommendationsdetail 1rA%i, Webs Tens.Comp. Webs Tens. Comp. Additional Notes l# t•.e•• E S X - B 0 -15 - I 323 -466 2x6 continuous strop 9back. See detail • •• VG •• B- W 584 -1J 5 J- P 0 965 STRBRIBR1014 for bracing and bridging W - D 582 •74 P - L 0 -1430 recommendations. ; o. 708 1 u- F 1206 o L- o „Sa o Defection estimate assumes composite action with S 0 -1720 M - O 0 618 single layer of the appropriate span rated glue -nailed wood sheathing. s Truss must be installed as shown with top chord up `e SAT O de 0 COA uurONAMOarMM4M' 03/ 15/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses req ire exVe((nna Cafe in fa riptincl hhaandling, shippin , ingtalling and bracirq. Refer to end fellow the latest editi n of 13CSI (Buildin mponentlgafery Informatron, by TPI M SBCA) for saftety rectices prior to periomtirq these functions. Inslaller5 shal provtde ter}Iporar a bracing SCSI. Unless per notedoTherwl e,top chord shall h9ve pro periv attached structural sheathing and batten] Chortl ;hall h2v a prooeAy attached rigidceilin .Locations shown r rmanent lateral restraint Yf webs shall have bracingins sled per l3CSI sections 83, 7 or 810, as applicable gppgTv plates to eaa, face or truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to drawings 160A-Z Forslaraard plate positions. ALPINE AlpinQ, a division of ITW 8uyildl1'nq mpon nts Gmup In .shall net be responsiple for anV deviction from this drpwi enV failure to build the is rwhipWinSOnfQr0aofwithAN51/T 1 1, or handling shipping, installation and bracing of truss eat on thty dr or over pag6 2400 Lake Orange Or listing thisdrawinginQicaesacceptanceofproTessionarensneeringreponsibilittyysolelyr th a lest n shown. he suttability 9 and use pill this sawing or any structures a responsibieit o the uild ng Designer per ANSI/TP 1 S c.. Suite 150 For moro intonnatlon !ee tnia b'! enerol notes a end these web artea• ALPINE: www.al nedw aorii: TPI: wwwjpinst om. SSCA• www sbdndust oom: ICC' www ioeaefe am Orlando FL, 32837 Job Number: 19792 Ply. 1 SEON: 561785 I T21 I SY42 Cust: RR408 JRef: IW994080006 7497 - C Oty: 3 FROM: CHI DrwNo: 073.18.1212.39471ITrussLabel: F2 KM I WHK 0311412018 5'4'8 17'W8 18'6' 23'10'8 5'4'8 1'6'8 10'4'8 1'25'4'8 f ^ 2'6' — TYP) f -- 2'6'12 ----{ f ^ 2'6'12 28'12 --}-- 26'12 --}— 2'8'12 2'6'12 I11 X3 W =3X4 III 1 X3 aIX3 IQIX3 III IX3 =3X6 1111X3 -3X6 1111X3 Id1X3 =1X3 A B C 0 E F G H I J K L T :- v 1 T S R Pal O P O N mIX3 W= 3X4 a3X6 mIX3 12'1' 4 i 11'9'4 23'10' 8 Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg.Pf to PSF) OeflICSI Criteria Maximum Reactions (Ibs) TCLL: 40. 00 Wind Sid: NA Pg: NA Ct: NA CAT' NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W U 622 /- / - /- /- / 7.3 TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.089 C 999 360 BCLL: 0. 00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.188 C 999 240 O 1437 / - / - / - / - / 4.0 BCDL: 5. 00 Category: NA Snow Duration: NA HORZ(LL): 0.019 B - - N 611 / • I - / - / - / 7.3 Des Ld: 55.00 EXP' NA HO L : 0.029 B U Min 8 Width R 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height NA tt TCOL: NA Creep Factor. 2.0 P OMin Brg Width Req = 1.5 Soffit: 2. 00 psf SCOL: NA sf P BldgCode: FBC 6th.ed 201 Max TC CSI: 0.62 t N Min Brg Width Req = 1.5 Bearings U, O, 8 N are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max SC CSI: 0551 Bearings U 8 N require a seat plate. Spacing: 24.0' C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0 373 Loc. from endwall: NA FT/RT:O(Oy0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -1381 G- H am 0 Top chord 4x2 SP #2 Dense C - 0 0 -1389 H -1 0 -1342 Bat chord 4x2 SP #2 Dense D - E 0 -1376 1-1 0 -1353 Webs 4x2 SP # 3 E - F 803 0 J - K 0 -1346 Plating Notes F - G 803 0 All plates are 3X4 except as noted. Maximum Bat Chord Forces Per Ply (Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. t 2x6 continuous strongback. See detail U - T 1008 0 O - P 809 -89 STRBRIBRIO14 for bracing and bridging T - S 1389 0 P - O 1353 0 recommendations. S- R 778 -62 O- N 987 0 Deflection estimate assumes composite action with R - O 778 -62 single layer of the appropriate span rated glue -nailed wood sheathing. t11M1nIpIFrlryyrr Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. 4•`' Webs Tens.Comp. Webs Tens. Comp. k••••••••••.• y 4 S .• U- B0- 1120 0-H 0 -1315 B - T 430 0 H - P 758 0 GE . l Y •; • S- E 784 0 O- K 432 0 E-O 0 - 1334 K-N 0 -1097 O. 08 1 i sat o Qf p p '•et • C AN 13/ 15/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truces require extreme care in fa ncadnqq, th1 r ttdliricg1, shippin installingand brac'nq. Refer to nd follow the latest editi n of SCSI (rBuildin 0gracuces Installers Componentgga$ftyInformation, by TPI end S CA) fbr safety prior to pert'orining these functions. shBl nprorpvide terhporar 9 bracing per BGsgl. Unless noted aThemn!g,top chord shall have proper)v attached structural sheathing and bolt2rtl Chord ghall havfl a proOeAy attach8tl ngigd cepplinp . pLoceations shown For permanent lateral restraint 0f webs shall have bracm installed per BC51 sections 83 B7 or a 10• face and positionasshownaboveandontheJoin(Details, unless noted otherwise. Refer to drsaawtngs 60A-ZOslaaritlardpateUo'ss ALPINE inQ, a division of ITW Buildin3qCCompongnt5 Group InC.shall of rrharlt@ withANSI/ TFI1, or r handling shhippinq, not be responsible for any deviation from this drawinq,anv failure installati nand bradrxl bf trussesA Seal on thig dr3wirlg to build the§ sn or over p# Q 2400 Lake Orange Or. ng this rdwininQieattesacceptanceofproTesstonarenangeringresponsibilitysolelyFortheestn$ovTn.esu bilitysee YZIS;..'g DesigAerANSI/TPI 1 150 Suite 10 useofthisforanystructureistheresponsibilitoftheBuildingper .2. For more IMOrmatbn see ttus' e'a eneral rotes a and Ittese wee sites ALPINE. www.91 atw min: tPl: wines at o SBCA www seanous aom• ICC www kxxate.o FL, 32837 Job Number: 19792 Ply: 1 SEON: 561825 1 T10 SY42 Cust. R408 JRef: 1 WM080005 7497 - C f7497 - C -DAVID WEEKLY Oty: 1 FROM: CH OrwNo: 073.18.1233 42997 Truss Label: F2A KM I OF 03114/2018 t 3- 6'3'4 9'0'4 9• •12 17.3'82710 8 5• 2'9'.5187.9'12 12 5.4.8 g -- 2.5-130J2 f^ 2.6-12 1tl1--{ I6'1'--f-2.6-12—'(r 2. 6-2 F' 1'4'' I TYP) Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 SCLL: 0.00 SCOL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0' A t'-( 9'4' a 3X4 v W-3X4 03X4 v4X4J 1) e3X4 F G H 1 K L M N 0 a4. 0 Ar'}-- 6' S6' 11'9'4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA it TCDL: NA psf BCOL: NA psf MWFRS Parallel Dist- NA C& C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 21) W4X4 1.75 R 1.25 Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up 2Y 10'8 Snow Criteria (Pg,Pf In PSF) Deft/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf.' NA Ce: NA VERT(LL): 0.075 M 999 360 AE 59 / - / - / - / - / 7.3 Lu: NA Cs' NA VERT(TL): 0.131 M 999 240 AE'141 / - / - / - / - / 72.0 Snow Duration: NA HORZ(LL): 0.011 0 V 1105 / - / - / - / - 14.0 HORZ( TL): 0.015 O 0 590 / - / - / - / • / 7.3 Code / Misc Criteria Creep Factor. 2.0 AE Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.510 AE Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.398 V Min Brg Width Req = 1.5 Rep Factors Used: Yes RepFactorsUsed: Max Web CSI. 0.757 O Min Brg Width Req = 1.5 Bearings AE, AE, V. 6 0 are a rigid surface. Fr/ Bearings AE, AE, & 0 require a seat plate. Plate Type(s): WAVE VIEW Ver. 17.02.011A.1114.21 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. H- I 476 0 K-L 0 -1236 1- 1 476 0 L-M 0 -1248 J- K 0-1236 M•N 0 -1241 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V- T 657 0 S- 0 953 0 T- S 1248 0 M H. AGE S•'' , l i o. 08 1 A : ,• Q COA # O Z'18ry0 as 03/ 15/2018 Maximum Web Forces Per Pry (Ibs) Webs Tens.Comp. Webs Tens. Comp. H- V 0 -617 J-T 643 0 V- J 0 -1252 N- 0 0 -1059 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a Ire extreme care to faprisatin , h ndlinq shi ping installing and brat nq Refer to and fellow the latest edition of BCSI (Building dtgaf ry Information, by TPI end S CA) fa) safety practices pnor to pe rFning these functions. Installers shBII erovide tern racy BCSI. Unless noted oUlermge,top chord shall h ve properly attached Siructural sheathing and bott2rr CNord ghall hav a ropen LlIdceilinggLocationsshownorpermanentlateralrestraintfwebsshallhavebracngg Ins tied per aCsI sections 93.117 or B 10y g.. ARply plates to each face. oftruss and position as shown above and on the JoinMDetails, unless noted otherwise. Refer to any failure to build the Lot' The XiAtility ALPINE NEwmvaTw, rr 2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Job Number: 19792 Ply 1 SEON. 561786 1 T20 / SY42 Cust: RR408 JRef: IW994080005 7497 - C Oty: 1 FROM: CH DrwNo: 073.18.1212 36392ITrussLabel: F26 KM / WHK 0311412018 1919'8 2V 23'10'8 8' 1'3'8 10'6' 1'2 2'10'8 2 6* TYP) 26'12 2-6-12 211'12 21'12 --}^ 21'12 211'12 W=3X4 3X6 3X4 =3X4 a3X8 3X4-3X4 A 8 C D E F G H I J K L T :• v V U T S R O P O N 3X6 =3X6161 mW=H0312 -3X8 3X8 =3X4 17'1'4 6'9'4 23410*8 Loading Criteria (pso Wind Criteria Snow Criteria (Pg.Pf in PSF) 0ef11CS1 Criteria Maximum Reactions (lbs) TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl LJ# Loc R / U / Rw / Rh / RL / W W 882 / . / _ / - / . / 7,3TCDL: 10.00 Speed: NA mph PE NA Ce: NA VERT(LL): 0.213 U 949 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.395 U 688 240 D 1537 / . / . / . / . / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.036 8 - - N 317 / 73 / - / - / - 17.3 Des Ld: 55.00 EXP: NA HORZ L 0.049 8 W Min 8 Width R 1.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft9 TCDL: NA psf Creep Factor. 2.0 O Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA sfp Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.785 N Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist, NA TPI Std: 2014 Max SC CSI: 0.973 Bearings W. O. & N are a rigid surface. Bearings W & N require a seat plate Spacing: 24.0' C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.660 Loc. from endwall: NA FT/RT:0(0y0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration. NA WAVE, HS VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 0 -2529 F-G 0 -2211 Top chord 4x2 SP #2 Dense C - O 0 - 2529 G - H 0 -2211 Sol chord 4x2 SP #2 Dense D • E 0 - 2816 H -1 1040 0 Webs 4x2 SP #3 E - F 0 -2211 I - J 1040 0 Plating Notes All plates are 1X3 except as noted. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table W• V 1541 0 T- S 2813 0 JT Plate Chord JT Plate Chord V - U 2818 0 S - R 2813 0 No Size Shift Site No Size Shift Site U - T 2816 0 R - O 1003 0 61 W 3X6 2.75 L 1.25 Deflection Maximum Web Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.21' OL: 0.20'. See detail Webs Tens.Comp. Webs Tens. Comp. DEFLCAMB1014 for camber recommendations. ItMtltttwt„ttrrpWra H. 4h'` W-B 0-1713 R-H 1386 0 Additional Notes A B- V 1092 0 H- O 0 -1964 V - D 102 -566 O - J 0 -1005 2x6 continuous strop back. See detail v` I`.•••••••••ej•. 1 E - R 0 -646 K - N 3ss 36s STR13RISR1014 for bracing and bridging GEP$F recommendations. Deflection estimate assumes composite action with i O. 708 single layer of the appropriate span rated glue -nailed x wood sheathing. e Truss must be installed as shown with top chord up. oi SAT O QP COA NO 03/15/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING] IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requint extreme care in faprisatin9 handling shiDpt Component gaf Information. TPI SBCA) for tn talling and bracJ'na Refer to 8rid fellow the latest editi nractifunctions. Installers of BCSI /Buildin terhItybypnasaetyespoortopertormirm9theseshalprovlde bracingg pperfee3cjonU9nlepsseen5otedeotherwtS5e.tADopee chord shall have propeAy attached sWctu al sh(sat h ing and bpoett2rtl Nord;Hall have a prone endtpostwlnasshownabovea^don therJoinCDetas 1 r Bcted ochew8i5e.87RefeB W dephgb60AZtlsaaritlardplatepositreroo(w dALPINE p rmg, a division of ITW ld irrmm q mponQnts Group Inc shall rmpt be re ponsble for an deviation from this drdwiny failure to build the N,m„,•,,,r, Wss to c0nformarmce with ANSI/T 1 1 • or rrooc he dlinq shipping, mstaMatron and bracing f trusseSA Seal on thi dr rrfig or cover page 2g00 Lake Orange or Ifthisdrawin , indieates aeeeptarice of proTesstonat en in eripg re ponsib li soley roc the desi5pn hovmin. andiiseofthis rawing for any structure is me responsibility o the 6uildng Des ANSI/TPI 1 SBc.. The suifaability mite 150 gerperFor moro rtdormatbn see Uus D's enNal notes a aria these weD srtea• ALPINE: vrWw al nenw oomTPI: www t nst.o SBCA, www.sbarWust mmICC www torsefe 0 OriBrldo FL. 32837 Job Number: 19792 Ply: 1 SEON• 661787 / T39 SY42 I Cush R408 JRef: 1W994080005 7497 - C /7497 - C -DAVID WEEKLY Oty: 2 FROM. RF OrwNo. 073.18 1233.46910 Truss Label: F3 KM / OF 03114/2018 8' 9.4.1 19'10"12 8' 1'4"1 1 OV f 2V —{ 76"12 —}-- 2-6.12 2.6"12 —}-- 26'12 2'6.12 —{ TYP) III 1 X3 W=3X4 III 1 X3 a-1X3 3X8 III IX3 3X4 1111X3 =3X4 1111X3 =3X8 1X3 A 8 C D E F G H I J T :- v O P O N M L fM9 3X8(6) III IX3 3X8(15) 3X831NXH0312 Loading Criteria (osq TCLL: 40.00 TCOL: 10.00 SCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit. 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA It TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 01 Dense :T2 4x2 SP #2 Dense: Sot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 61 W3X8 3.50 L 1.25 (151 W3X8 3.50 R 1.25 Deflection Max JT VERT DEFL: ILL: 0.39' DL: 0.36'. See detail DEFLCAMS1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. IMPORTANT" FURN require extre a care in fa se[ ggaf ty In ermation, by Tpooj r BLS I. Unl ass noted othr d naiad ceiiipir Locations she iss 80A-Z fSrystaMraard plate a digion of ITW Buyiidl1'nq ( cgntonnance with AN51/T I this drawin indicates act seofthisaiawingforany19' 10'12 Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.386 E 603 360 R 1081 /- / - /- /- 7.3 Lu: NA Cs: NA VERT(TL): 0.675 E 438 240 L 1082 / - / - /- /- 3.5 Snow Duration: NA HORZ(LL): 0.054 L - R Min Brg Width Req = 1.5 HORZ( TL): 0.074 L L Min Big Width Req = 1.5 Code I Misc Criteria Creep Factor. 2.0 Bearings R 8 L are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.842 Bearing R requires a seat plate. TPI Std- 2014 Max SC CSI: 0.969 Rep Factors Used Yes Max Web CSI: 0.735 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver.17.02.01A.1114.21 8-C 0-3329 F-G 0 -3353 C- D 0 -3329 G- H 0 -3353 D- E 0 -4204 H -1 0 -3353 E - F 0 -4200 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R- 0 1949 0 O- N 4107 0 O- P 4199 0 N-M 4107 0 P- O 4204 0 M- L 1958 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. R- 8 0 -2166 F-M 0 -834 B- 0 1526 0 M -1 1543 0 0= 0 0.1132 I-L 0 .2176 O - F 527 - 271 o. 708 1 oi SAT O ;Q COA # ONAL 1 03/ 15/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS m; tallinpp and brac'naa Refer to nd fpllow, the la est editi n of BCSI (Buildin racbces piton to pe ofhli these funckons. Installers shalQorowdeflterhpor0aer e propefir attached slructu ral sheathing aM bottorp Ssnit tSohns 83 B7 orrB3nd restramt 6fwebsshallhavebbtacmqqnslledperSCSI8casshownaboveandontheJointDetails, unless noted otherwise. f2efer to ill npt be repponsipIs for an deviation from this drawl an failure to build the 1g, Installation arW bractrkt f,trussgsA seal on this dXg or cover p g al eng npering re porws b h so ey"for t ie (lesWn shown. The swfa ility A PL INE mtfwcwr. 2400 Lake Orange Dr. Suite 160 Orlando FL. 32837 Job Number: 19792 Ply 1 SEON. 561788 1 T32 SY42 Cust: R408 JRef. IW994080005 7497 . C f7497 . C -DAVID WEEKLY Oty: 3 FROM: RF OrwNo: 073.18.1233.53623 Truss Label: F4 KM I OF 0311412018 8' 9.3-4 19'9'4 8' 174 10161 F— 2'6- --}-- 2'6.12 --}-- 21*12 --{ -- 2-6.12 --}-- 2-6-12 --f -- 2-6.12 TYP) III 1 X3 W =3X4 1X3 =3X8 III 1X3 3X4 III 1X3 3X4 1111X3 =3X8 1112X4 A B C D E F G H I J T v 1 • y 9.4. P O N M L K 1X3 3X8 III 1X3 3X4 W=H0312 =3X8(151 3X8 3X6 1974 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) TCLL: 40.00 Wind Std: NA Pg: NA Cl. NA CAT: W TCOL: 10.00 Speed: NA mph Pf: NA Ce: NA BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA SCOL: 5.00 Category: NA Snow Duration: NA Des Ld: 55.00 EXP: NA Mean Height: NA It NCBCLL: 10.00 TCOL: NA psf Code / Misc Criteria Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Load Duration: 1.00 MWFRS Parallel Dist: NA TPI SIM 2014 Spatting' 24.0 ' C&C Dist a: NA It Rep Factors Used: Yes Loc. from endwall: NA FT/RT:0(0)/0(0) 1: NA GCpi: NA Plate Type(s). Wind Duration: NA WAVE, HS Lumber Top chord 02 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.369 F 626 360 VERT(TL): 0.646 F 455 240 HORZ(LL): 0.053 K - - HORZ(TL): 0.073 K Creep Factor. 2.0 Max TC CSI: 0.796 Max BC CSI: 0.926 Max Web CSI: 0.728 VIEW Ver 17.02.0IA. 1114.21 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 15) W3X8 3.50 R 1.25 Hangers / Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.37- DL: 0.34-. See detail plltwltliry DEFLCAMB1014forcamberrecommendations. P` M AdditionalNotes ••••• H. 2x6 continuous strongback. See detail.•'• GENE STRBRIBR1014forbracingandbridging •• recommendations. • Deflection estimate assumes composite action with 0 708 singlelayeroftheappropriatespanratedglue -nailed wood sheathing. as Truss must be installed a5 shown with top chord up. y , o :• S AT 1 COA # 6°N,$Z 03/ 15/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W O 1074 /- /- /- /- /7.3 K 1088/- O Min Brg Width Req = 1.5 K Min Brg Width Req = Bearing O is a rigid surface. Bearing O requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- C 0- 3302 F- G 0- 4147 C- D 0 -3302 G- H 0 -3323 O- E 0 -3302 H- I 0 -3323 E- F 0-4151 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O- P 19W 0 N- M 4063 0 P- O 4147 0 M- L 4063 0 O- N 4151 0 L-K 1941 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. O- B 0 -2150 G-L 0 -818 B- P 1512 0 L-I 1528 0 P- E 0-1098 1-K 0 -2159 N- G 510 -276 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extratmna care in fapricatin9, handling shipping, ingtalling and bracing. Refer to and follow the latest edditi n of BCSI (Buildi Componentgga$f ry Infennation, by TPI end S CA) far safety practices prior to perforFning these functions. installaB shalPprovide tech re bracing per BC1I. Unl j!s noted oTherwi%top chord shall have proped attached s ructurel sheathing and tottprtl Chord ;Hall havfl a rop a attachedngidceilingLocationsshownforpermanentlateralrestraint6fwebsshallhavebracminstalledperBG51sections83, 87 or 8117 asap plicatllee AQo y ptates to gach face of truss and position as shown above and on the Join etails, unless noted otherwise. hefer to ALPINE drawings1Mk-Z for slanaard plate positions. YsId in , a diision of ITW 8utriltll1'ntqlCCom nQnts Grrppu InC shall not be re5 onsible for an aviation from this d wi an failure to build thessinof rmncewithAN51/TPI 1 po for hentllinq Shi pinginstallation and bracng fwssesA Sea( on th dXp or ovr ili 2400 Lake Orange Dring this 8rawinindicatesaecepaneefproTessiponareningerinre4ponsibilit solely for the desi n shoviin. he su ty iise ofthisjrawingforanystrueturegsmeresponsiblitoithe uildmg Desigrfer per ANSIRPI 1 e.2. Suite 150 for more mlortnetan see This b's enerei notes a ape iixse web artes ALPINE www et nemv com TPi• vnvw nst o SBCA www.sboneusi mm iCC. www imefe org Orlando FL. 32837 Job Number: 19792 Ply. 1 SEON: 561789 / T24 SY42 Cust: R408 JRef. 1W994080005 7497 - C /7497 • C -DAVID WEEKLY Oty: 1I FROM: CHI DrwNo: 073.18.1233.58767ITrussLabel: FS KM / OF 03/14/2018 2'10'8 3' ' 11'3'8 1 12'6" 17'10"8 2'10"8 61 7'10'8 178 5'4"8 2'6" 2.6"12 2.6.12 2'6'12 —{ 2-6.12 —{ I TYP) 1111X3 a3X4 =W=3X4 III 1X3 1XA3 =3XB4 1111XX3=3X4111] 1111G3 III 1H3 3X4 =— EX3CF J T -- v 1 =4 1 9,4" R O P O N M 1X3 III IX3 = X6 =W=3X4 =3X4 =3X4 1X3 3X4 1111 X3 3X4 6'1"4 119"4 17'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W S 314 /- / - / - / - / 7.2TCOL: 10.00 Speed: NA mph Pf. NA Ce' NA VERT(LL): 0.069 H 999 360 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.142 H 999 240 P 1096 / - / - / - I - / 4.0 BCOL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.012 L - L 611 / - /- /- I - / 7.3 Des Ld: 55.00 EXP: NA HORZ L 0.017 L S Min 8 Width R 1.5 Code / Mist CriteriaNCBCLL• 10.00 Mean Height NA ft9 TCOL: NA psf Creep Factor. 2.0P P Min Brg Width Req = 1.5 Soffit: 2.00 SCOL: NA sfP Bldg Code: FBC 2017 RES Max TC CSI: 0.522 L Min Brg Width Req = 1.5 Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.499 Bearings S, P. L are a rigid surface. rBearingsS & L require a seat plate. Spacing: 24.0 C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.344 Loc. from endwall: NA FT/RT:0(0/0(0) Members not listed have forces less than 375# l: NA GCpt: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17 02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber C- D 476 0 F• G 0 -1340 Top chord 4x2 SP #2 Dense O - E 476 0 G - H 0 -1351 Bot chord 4x2 SP #2 Dense E - F 0 -1340 H -1 0 -1343 Webs 4x2 SP #3 Plate Shift Table Maximum Bat Chord Forces Per Ply (lbs) JT Plate Chord JT Plate Chord Chords Tens.Comp. Chords Tens. Comp. No Size Shift Site No Size Shift Bite P - O 807 0 N - M 1351 0 11] W3X4 2.25 L 1.25 O- N 807 0 M- L 9W 0 Additional Notes 2x6 continuous roSee detail Maximum Web Forces Per Ply (lbs) S TRBRIBR1014 for brracingacing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. S-B 102 •410 E-N 650 0 Deflection estimate assumes composite action withNNtlgrrr C - P 0 - 680 M - I 425 0 single layer of the appropriate span rated glue -Walled Aw rrrrr wood sheathing. H P - E 0 -1240 I - L 0 -1096 Ar4,r S Q/4`, Truss must be installed as shown with top chord up. %` GE y • ; 0.708 i SAT O •Qy,o's A'• kr 606.1, ONAk. E G COA # t,$ ryranwn 1 03/15/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exb a Care in fa tinq, h ndlinp shippi in;falling and breC na. Refer to rid follow the latest edition of SCSI Building Componen[ ggaaf ty Infamlation, by TPI pnd SE CA) fbi safettyy practices prior to performing these functions Installers shall pprovide to porarnYYbracingperBC51. Unless rated olnerwlse,top chord shall hfive proper)v attached structure) sheathing and boltam Chord glt hay prone attach€d ngid ceilirW Locations shown for permanent lateral restraint 0f webs shall have bracing Installed per SCSI sections 83, or 610. keferasappllcabl@@. AppppTy plates to gach face of truss and position as shown above and on the Join Details, unless noted otherwise. drawings 160A-Z far s and plate positions. to ALPINE Alping, ivision of ITW BuyildingCompodeviation from this drawing,anV failure to build the ,,mmtrussInnfqnuancewithANSI11, or floor hall II shhipping, Installation and brecng f trus sA seal on thi; drawing or over pag92400 Lake Orange Or. 19dlistingisowing indicates acceptance of pro7essionaf enginering re nslb Igit r sey for tthe esl n ghown. isof this athawing for any s ructu e s e responsibility o the utld n Desi er r ANSIrrP 1 S o.. he suifaabilityand Suite150for more Informellon see tbq ' b's eneral rates a end these web Sllq: ALPINE' www el 'ne hv coin TPI: www t ins) om, SBCA www sbdndusl .mm' ICC: www.iceiefe am Orlando FL, 32837 Job Number: 19792 Ply: 1 SEON: 561800 / T33 SY42 Cust: R408 JRef IW994080005 7497 - C 17497 - C -DAVID WEEKLY Oty. 1 FROM. RF DrwNo: 073.18 1234.05690ITrussLabel: FSA KM / OF 03/14/2018 210"8 3' " 1178 12'6' 1 T 10"8 2'10"8 6"8 710"8 178 54"8 3-- 2'6" --1 -- 2.6"12 --}-- 2.6"12 --1 26"12 2-6"12 TYP) IIIIX3 =3X4 W=3X4 1111X3 1 =3X84 III IXD3 =3X6 1111G3 1111H3 3X4[171 = 3ACF v 1 ' 1 y,4. R O r9p O N M L I 1111X311X3 3X6[91 =W=3X4 =3X4 =3X4X4 3X43 r 6'1"4 11'9"4 17'10"8 Loading Criteria (pan Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg• NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W S 364 I - / - / - / - / 7.2TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0 093 H 999 360 SCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.163 H 999 240 p 1404 I - / - / - / - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.017 L - L 816 / - / - / - / - / 7.3 Des Ld: 55.00 EXP. NA HORZ TL 0.023 L S Min 8 Width R 1.5 Code / Mise CriteriaNCBCLL• 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor. 2.0 P Min Big Width Req = 1.5 Soffit: 2.00 BCDL: NA sfp Bldg Code. FBC 2017 RES Max TC CSI• 0.811 L Min Big Width Req = 1.5 Load Duration: 100 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI: 0.600 Bearings S, P. & L are a ngid surface Bearings S & L require a seat plate. Spacing. 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.428 Loc. from endwall. NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s). Maximum Top Chord Forces Per Ply (Ibs) Wind Duration. NA WAVE VIEW Ver. 17.02 OIA 1114 21 Chords Tens Comp. Chords Tens Comp. Lumber B - C 94 - 377 F - G 0 -1698 Top chord 4x2 SP #2 Dense C - D 433 0 G - H 0 -1713 Bot chord 4x2 SP #2 Dense D - E 433 0 H -1 0 -1706 Webs 4x2 SP #3 E - F 0 -1698 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Sot Chord Forces Per Ply (Ibs) No Sae Shift Bite No Size Shift Site Chords Tens.Comp. Chords Tens. Comp. 91 W3X6 1.75 L 1.25 [171 W3X4 2.50 R 1.25 S - R 383 -92 O - N 966 0 Additional Notes R - O 377 -94 N - M 1713 0 P- O 966 0 M- L 1367 0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply (Ibs) Deflection estimate assumes composite action with Webs Tens.Comp. Webs Tens. Comp. single layer of the appropriate span rated glue-nailedMt11111ntg1krhyrnrrwoodsheathing. S - B 102 -426 E - N 812 0 Truss must be installed as shown with top chord up. 44 C - P 0 -887 M -1 377 0 P - E 0 -1547 1 - L 0 -1519ta, act.. E Sic . G - G 0.708 1 SAT O ; Q ems; ••0...,..•-•' Gc a s NAIa coA 1 03/15/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses reqquire extref nna care in (abb catinq, h ndli q shieping installing and bracl'na Refer to Arid follow the latest edition of SCSI (Building Componen[ S f ly Information, bYTPI SE CA) fa) to these runctions Installers terhporaryandsafetypracticesp1%. perto rrling sh ll o wde _ bracin per Bt V Unless noted o erwi e,top chord shall h9ve proper)v attached structural sheathing and bott ho gal have a pro0e yattachiariggidceilingg. Locations shown for rmanent lateral restraint bf webs shall have bracin,p nstalled per 191 sections B3, B7 or B10, Referasapplicatll . A pT tat to gach face , o> truss and position as shown above and on the Join CDetailS, unless noted otherwise. drawings 16 1A-2 o s ari ard plate positions to ALPINE AlpinQ, a division of ITW Building ComponQnts Group Inc. shall rat be re ponsiple for any deviation from this dr8wing,any failure to build the ,,,, truss in conformance with ANSI//irP1 1, or floor andli q shipping, installation and bracing q truss seat on thi dralMng or over p ga 2400 Lake Orange OrlistingthisdrawingindicatesacceptanceofproTessionarenmgenngreponsibilitysolelyforthedessnshown. and rise o this drawing for any structure is [he responsibt go the wilding Desig er ANSAIPI 1 Sae.2. he suitability Suite 150per for more Information see this b's general rotes page and these web saes' ALPINE wwwaioinettwcom.TPI wwwtotnst.am.SRCA, wwwsbondustrvoom.ICC v iocsafeorq Orlando FL, 32837 Job Number: 19792 Ply 1 SEON: 561790 / T28 SY42 I Cust. R408 JRef: IW994080005 7497 - C /7497 - C -DAVID WEEKLY Oty 2 FROM: CH DrwNo: 073.18.1234.09563 Truss Label: F6 I I KM / DF 03/14/2018 8' 9'1' 177' 8' 1'1" 8'6" I -- 76" 2'6"12 --{-- 2161112 -- TYP) III2X4 = 3X4 III 1 X3 = 3X4 A 8 C D 2,6„12 —'}-- 216„12 1-612-1-- 1'6" --1 W=3X4 III 1 X3 1111X3 =3X6 1111X3 =3X4 =1X3 E F G H I J 9FROPONML 3X6 a3X6 =_ W=3X43 =3X4 =_3X6 =_3X43 147"8 2.11"8 --{ 177' Loading Criteria (psq Wind Criteria Snow Criteria (Pg.Pf In PSF) DeRICS1 Criteria TCLL: 40.00 Wind Std• NA Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL). 0.081 D 999 360 8CLL• 000 Enclosure, NA Lu: NA Cs: NA VERT(TL). 0.196 O 999 240 BCOL. 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.015 8 - Des 55 00 EXP. NA Mean Height NA k HORZ TL 0.024 1 NCBCLL. 10.00 TCDL: NA psf Code I Misc Criteria Creep Factor. 2 0 Soffit: 2.00 SCOL. NA psf Bldg Code: FSC 2017 RES Load Duration: 100 MWFRS Parallel Dist: NA TPI Max BC CSI: 0. 511 12 Spacing: 16.0 " C&C Dist a: NA k Rep Factors Used: Yes Max Web CSI. 0.396 Loc from endwall: NA FT/RT:0(0y0(0) 1• NA GCpr NA Plate Type(s)• VIEW Ver. 17.02.01A.1114.21WindDuration. NA WAVE Lumber Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers I Ties J) Hanger Support Required, by others Additional Notes See detail STRBRISR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. dml4tlsltkft"._ N% 4 s o. 708 1 o• SAT O •Q t OA # _ _ ONAk. EnvC 03/15/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W R 462 /- /- /- I- /- M 1273 /- /- /- I- /80 R Min Brg Width Req = - M Min Brg Width Req = 1.5 Bearing M is a rigid surface. Bearing M requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 89 -1135 F - G 429 -947 C-D 89-1135 G-H 1352 0 D - E 422 -959 H -1 1352 0 E - F 429 - 947 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R - 0 748 -12 O - N 959 - 422 0 . P 963 -418 N - M 273 -884 P- O 963 -418 M- L 0 -620 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-B 12 -833 G-M 0 -1238 B - 0 428 -85 M -1 0 -930 0- D 504 -6 I- L 773 0 N-G 917 0 J-L 0 -413 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ncatin9, t1 tldlinq shipping in ta11' qand bracing. Refer to 8nd follow the la est edition of BCSI (Building f Saaffeey Information, by TPI end S GA) ta) safety practices prior to performing these functions. Installer$ sgil provide terhporary 8GS1. Unless noted oUlerwise,top chord shall hfiva proper)vy attached structural sheathing and bott no rd;Hall hay a proeny i id ceilingg Locations shown for permanent lateral restraint 0f webs shall have bracingq installed per eC9l sections B3, 7 or 10, e. A00Vv orates to each face of truss and position as shown above and on the Joinf%etails, unless noted otherwise. kefer to a division of ITW Building ComponQnts Group Ine.,shall riot be re ponsiple for any deviation from this dr win anV failure to buildthe cgnf rtnanc9e with ANSIIfPI 1, or for hoandpinq shipping, instplleationgnd braanU of Uuss@sA Seal on this drawing or,? a suefabili this rawinAin4ieatesaeeenceIfroessionaeninennregponsbilisolelyforthedesnshown. ty se o this cawing for any s rueture s e responsibieQo the uilding Designer per ANSUTPI 1 e.2. A IPL NE mawsvn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19792 Ply. 1 SEON: 561791 / T22 SY42 I Cust: R408 JRef 1 W994080006 7497 - C 17497 - C -DAVID WEEKLY Oty' 1 FROM- CH DrwNo: 073.18.1234.13797 Truss Label: F6A KM / DF 03/14/2018 1'S'8 OF I I'V I2 1 TT 9'8•4 6'5'4 T 1 Loading Criteria (psi) TOLL: 4000 TCOL: 10.00 SCLL: 0.00 SCOL: 5.00 Des Ld: 55.00 NCSCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0' 1174 VW4 -}- 178 --j-- IS* --}-- IV ( TYP) f - IS-4 -}- 1'4- -{ TYP) 113X4 03X4 113X4 113X4 113X4 p3X4 113X4 3Xa m3X4 o6X6i231 n3x6 a6X6126i ea1O371 A 6 C 0 E F G H I J K L M NN s r R O AC Aa AA Z Y X W V U v4XiTS ra1X3 tX3 mW=3X4 e3X4 o3X4 1 TT Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA it TCOL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense :T1 4x2 SP #2 Dense: Sot chord 4x2 SP #2 Dense :132 4x2 SP #1 Dense: Webs 4x2 SP #3 :W6 4x2 SP #2 Dense: Bracing Sheathing is required for any longitudinal(d(ag) forces. All connections to be designed by the building designer. Special Loads Lumber Our.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 725 plf at 0.00 to 725 plf at 17.46 SC: From 10 pif at 0.00 to 10 plf at 17.46 Plating Notes All plates are 2X4 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Site 23) W6X6 3.75 R 2.75 [261 W6X6 2.50 R 2.75 27) W 2X4 O 2.50 Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up Snow Criteria (Pg.Pf In PSF) Deft/CSI Criteria Maximum Reactions (Ibs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL)' 0 052 O 651 360 AC-877 /. /- /- /- / 175 Lu: NA Cs: NA VERT(TL): 0.166 O 310 240 AC Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.010 N Bearing AC is a rigid surface HORZ(TL): 0.020 N Bearing AC requires a seat plate. Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.852 Members not listed have forces less than 375# TPI Sid: 2014 Max SC CSI: 0.205 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: No Max Web CSI: 0.667 Chords Tens.Comp. Chords Tens. Comp. FT/RT:0(0 0(0) L- M 2904 0 M- N 2904 0 Plate Typs(s): WAVE VIEW Ver. 17.02.OtA.1114.21 Maximum Sot Chord Forces Per Ply (Ibs) Chords I ens.Comp: Chords Tens. Comp. S-R 0 -647 R-O 0 -718 4'fi i r . i tT *e / 1 v 1 • G`e1C' 4, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AC 0- 549 M- R 0 -1258 K- S 0- 560 R- N 0- 2751 S-L 803 0 N-O 916 0 L- R 0- 2762 0-0 0 - 596 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. Gables Tens. Comp. B -AB 0 -1056 F- X 0- 968 C -AA 0 -949 G- V 0 -963 0- Z 0 -971 H- U 0 -992 E- Y 0 -966 J- T 0 -677 CO do IV A'- r11Q11 03/15/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses recut extreme care in fa ri tin9 h 4dlin9 Shia in in tallin and brac'nai Refer to 8nd follow the latest edition of BCSI (Buildinomponen[ gr(ety. Infortnabon, by Tt l Ana S cA) f0 salep practces prior to per Rnirq these functions. InstalleB 5h2II provide terhpora bracing per BCSI. Unless rioted aTherwlse.top chord shall h ve propenV attached structtTral sheathing and bolt2rtl horn Hall h2vfl a OerAv attach8d rigid cei I Locations shown for permanent lateral restraint of webs shall have bracing inslallrad per 6G 1 sections 83. B7 o StO as applicabl@@ A pT lat s toea ch face of wss and position as shown above and on the Joint Details, unless rated otherwise. Refer to ALPINEdrawings160A-ZgorYs art ard plate positions. AlpirlQ,ythisivision of ITW BuikiirK CompongmS Grpup In .shall not be responsible for any aviation from this dr8wi anv failure to build the 1,m„pyM Uu s mnf ncewith ANSIIfPI 1, or for hendlmq shippinginstallatron and bracing ttrussesA Beal on this dir`g or flhe sua bill 2400 Lake Orage Or.listenrinIndcatesaeptaneeofpro7essionarenIngefintrenslbllit sale for the design shown. Suite 150and u'awing for any structure is the responsibility of the building Oesigrfer peiyANSIRPI 1 SSe.2. ti For more IrNortnatlon ue 1h! b'! enerel f101p a erio trine web ilia: ALPINE. www al ndtw mm TPI: www t nst o SBCA• www sbanaus oom: ICC' www xxsate am Orlando FL. 32837 Job Number: 197W Ply: 1 SEON• %I M2 I T26 I SY42 I Cust: RR408 JRef,. 1 W994080005 7497 - C Ory• 1 FROM: CH DrwNo. 073.18.1212.37299 Truss Label: F7 I I KM I WHK 03/14/2018 Loading Criteria (psQ TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 SCOL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 1-5-8 1 Y4" 1'5"8 11,1018 V4"12 TYP) 3X4 III2X4 A K Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA it TCDL: NA psf SCOL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi• NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Snow Criteria (Pg,Pf in PSF) Pg• NA Ct: NA CAT: W Pf: NA Ce: NA Lu- NA Cs: NA Snow Duration: NA Code I Mist Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s), WAVE DefllCSI Criteria Maximum Reactions (lbs), or'=PLF PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.000 B 999 360 V- 109 / - 1- / - / - 1160 VERT(TL): 0.000 B 999 240 V Min Brg Width Req = - HORZ(LL): 0.000 V - Bearing V is a rigid surface. HORZ(TL): 0.000 V Bearing V requires a seat plate. Creep Factor. 2.0 Max TC CSI: 0.104 Members not listed have forces less than 375# Max BC CSI. 0.021 Max Web CSI: 0 031 VIEW Ver. 17.02.01A.1114.21 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging tNtrtlgrlrecommendations. M Deflection estimate assumes composite action with layersingle of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. v• N •. 0.708 1 lit, SAT O • Q coA ONALw,,,,,, f 0]/15/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requirfl extreme care in fagrPl . 0 tldlirLq shinpin installing and brae'nq Refer to 8r1d fellow the latest editiGn of BCSI (Building Componen[ gafEry Information, by a d S GA) fa) safety ractices prior to perloiFninq these functions. Installers shall p vide terh orary bracing per BCSI. Unless noted oTherwlse,top chord shall have proper)v attached structu l shpathln9 and bolt2rtl Nord ; al vfl a roDeAy attach n id ceilingq Locations shown for permanent lateral restraint 6f webs shall have bracingq installed per Bcgl secbons B3 87 or B 10, as applira @ A Tjr ptates to ach face of truss and position as shown above and on the Jolnuuetalls, unless noted otherwise. Refer todrawings1OA-Z9Sr slaraard pate positions. ALPINE Alpinq, a division of ITW Buildl1'n3gCCompongnts Gr0}1p Ir1C. shall not be responsible for any deviation from this drpwinx/ failure to build thetrussInCOnfrtnancewithANSI11, or floor hanCdlenSL shipping, installs ' nand bracirq 4 wssesA Sgeat on then dr p or over page ili 2400 Lake Orange Orlistingthistlorawingindicatesaeotancee( proTessionar engine nng re ponsibllity solely for the desi n shovlin.he suitab ty Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftBuli!d ng Oestgrfer per ANSUTPI 1 c.2. Suite 15 For more Infomletan See Its by general note! page ana these web sties: ALPINE www al neew rsnr TPI: wwwIrmnsiatq,SIEICA www sbdnoua Dom• l=, www kxeafe a Orlando FL, 32837 Job Number: 19792 I Ply: 1 I SEON: 561793 / T25 / SY42 I Cust: RR408 JRef: 1W994080005 7497 - C Oty, 1 FROM: CH DrwNo: 073.18.1423.46: Truss Label: F8 KM I WHK 03/14/2018 Loading Criteria (psf) TOLL: 40.00 TCOL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 378 0"12 10'6'12 3 .8 5" 6'6' 1.7"8 --{ V8'4 —{ {— 1'6-12 —}— 1'6"12 —}— 1'6"12 1'6- —{ TYP) 113XS 112X4 12J 112X4A(1J 1113XX4 113C6 =4Xt8J 113XS 5G aiX OT8 e w wa 19'4' N M L J 3X4 a3X4 =3X4 K a3;t43e3X6 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCOL: NA psf BCDL' NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi. NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense Bat chord 4x2 SP #1 Dense Webs 4x2 SP #3 :W 7, W8 4x2 SP #2 Dense: Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 11 W 2X4 S 2.50 ( 81 W 4X4 1.75 R 2.75 121 W2X4 O 2.50 Additional Notes See detail STRBRIBRIO14 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Negative reaction(s) of -244# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chard up. 7'7"4 j 2'11"8 10'6'12 Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce• NA VERT(LL): 0.050 H 762 360 N 202 / 244 / - 1- / - 17.3 Lu: NA Cs: NA VERT(TL): 0.147 H 418 240 K 1703 / . / - / - / - 18.0 Snow Duration: NA HORZ(LL): 0.007 H - N Min Brg Width Req = 1.5 HORZ(TL): 0.013 J K Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor. 2.0 Bearings N & K are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.238 Bearings N & K require a seat plate. TPI Sid: 2014 Max BC CSI: 0.121 Rep Factors Used: Yes Max Web CSI: 0.446 Members not listed have forces less than 375# FT/RT:0(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Plate Type(s), WAVE VIEW Ver.17.02.01A.t114.21 B-C 928 -172 E-F 2128 0 C-D 947 •170 F-G 2128 0 O-E 9W -165 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N- M 134 - 386 L- K 4 -1554 M - L 170 - 947 K - J 0 - 971 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N-B 462 -158 E-K 0 -1041 S- M 62 - 662 K- G 0 -1437 D- L 0- 479 G- J 1170 0 L• E 923 0 H• J 0 .551 CO d 03/15/2018 AD AND FOLLOW ALL NOTES ON THIS ORA1 S DRAWING TO ALL CONTRACTORS INCLUI r dlin shippin ingtallirg and bracing9Refer EA) f$i safety (racbca. prior to perfofming the ip chord shall h9ve propeAv attache siruclural s lerrnanemlateralrestraintfwebssalhavebrtruss and position as shown above and on the J S INSTALLERS 3w a latest editipn of SCSI Buildin is. Installer shall provide to pore rid bottortl eNord Ball havfl a props adperSCSIsectionsBa, 87 or B1 . I, unless noted otherwise. Refer to failure to buildthe 1n. or yresua gtility rwmvmrre 2400Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: 19792 Ply: 1 SEON, 561801 / T34 / SY42 Cust: RR408 JRef: 1W994080005 7497 - C Oty: 1 FROM. RF DrwNo: 073.18.1423.46627 Truss Label: F10 1 1 KM / WHK 03114/2018 f31i_- 1.8"1 UF3 i TYP) 1112X44[11 =4XX4 1112X4C 4) T T E 3X6 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 SCLL: 0.00 BCOL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 ' Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category. NA EXP: NA Mean Height: NA It TCDL. NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense• Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 11 W 2X4 S 2.50 ( 41 W 2X4 S 2.50 Hangers I Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. WARNING— IMPORTANT** FURNISH any 9'4" 3'11"4 Snow Criteria (PgRf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct- NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.009 B 999 360 E 631 /- Lu: NA Cs: NA VERT(TL). 0.015 B 999 240 D 727 / Snow Duration: NA HORZ(LL): 0.002 D - E Min Brg Width Req = 1.5 HORZ(TL): 0.003 D D Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 Bearing E is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.421 Bearing E requires a seat plate. TPI Sid 2014 Max SC CSI: 0 246 7.3 Rep Factors Used: Yes Max Web CSI: 0.184 Members not listed have forces less than 375# Maximum Bat Chord Forces Per Ply (Ibs) FT/RT:O(Ou0(0) Chords Tens.Comp. Plate Type(s): WAVE I VIEW Ver. 17.02.01A.1114.21 E - D 664 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - E 184 - 375 B - 0 0 - 730 E- B 0- 751 C- 0 0 - 562 00o -M H i o t SAT O •: Q cA ••••....,.••••G- COA V ONAI e'I°' 03/15/2018 t ALL CONTRACTORS INCLUDING THE INSTALLERS I, in;falling and braclna Refer to and follow the latest edition of SCSI (Buildin rect ces ppnor to peedrto min these functions. Instaartlllers shall p vht degtearhp'r' e vesteraint0febsshallhaveblracenpinsTaaedpe Bclhsrecd t%hns B3v87 org810; as shown above and on the Joint Details, unless noted otherwise. Refer to II not be responsiple for an ddeviation from this dTrinp,a failure to build the mstallatidn and bracing ygf,trusse5A sseal on thi dr8wirlgg or over paggili (r gngingering Le§ponsiblldy solely (o(he Qgsi n ghoMin. he sulfa ty ALPINENE mffwo rwe 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Num 48013 7497 - C bar: 19792 I Oty: 1 I FROM. 581794 / T8 I SY42 f 0 o: ,R073.18.R12102. 77 005 Truss Label: F10A KM I Loading Criteria (psO TCLL: 40.00 TCDL: 10.00 BCLL. 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA CSC Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. IMPORTANT" FURNISH IN 32'5' 11.4 1'5'8 12 f3 i 1.2.8 --i 9.4 II ,I I 11 7, 11 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in logy Llden L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL). 0.000 8 999 360 H 58 / - / - / - / - 17.3 Lu: NA Cs: NA VERT(TL): 0.000 8 999 240 H• 108 / - / - / - / - / 40 0 Snow Duration: NA HORZ(LL):-0.000 8 - H Min Brg Width Reg = 1.5 HORZ(TL)• 0.000 8 H Min Brg Width Reg = - Code I Misc Criteria Creep Factor. 2.0 Bearings H 8 H are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.108 Bearing H requires a seat plate. TPI Sid: 2014 Max BC CSI: 0.022 Rep Factors Used: Yes Max Web CSI: 0.011 Members not listed have forces less than 375# FT/RT:0(0y0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 H, .ry, i;.•(,E Sic •• . o. 7,08 1 = COA iF t7tl Di a N a` 03/15/2018 1 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bragnng. Refer to and fellow the latest editi n of BCSI (Buildingractitrespriortoper>lolming these functions. Installers shBl provide ternproore s properiv attached structural sheathing and bolt% Chsrd inns 8 7 'or BiOyestreintfwebsshellhavebracinginstalledperBCSasshownaboveandontheJoinmetails, unless noted otherwise. Refer to ALPINE II not be repponsible for any deviation from this to win an failure to build thetg, installaton and braanU of Wss sA Seal on to dXg or cover a r"00 tlM1" s en in ring responsibility so sly for the des n shown. The sui bility 2400 Lake Orange Or. ilbilit o te a Building Desigrfer per ANSUTPI I C.2. Site ISO pl 32897ALPINEwwwalneowtom: TPI: www. st o • SaCA: www.sbtlndusi coma ICC: www Itrdafe.o Job Number: 19792 I Ply. 1 I SEON 581795 / T18 SY42 I Cust: R408 JRef 1W994080005 7497 - C 17497 - C -DAVID WEEKLY Oty 5 FROM: CH DrvNo: 073.18.1234.19843 Truss Label: FI I KM / OF 03/14/2018 F3 }-- 211.8 --1 1'0.8 --i era u. r v I , it _ i Loading Criteria (psQ TCLL: 40.00 TCDL. 10.00 13CLL: 0.00 BCDL: 5.00 Des Ld• 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 ' Wind Criteria Wind Sid. NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi. NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Mangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Negative reaction(s) of -245# MAX from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. IMPORTANT" FURNISH THIS i2'8'8 j 11.8 'i 9 4• ySnow Criteria (Pg,Pf in PSF) Oef11CSl Criteria Maximum Reactions (Ibs) Pa: NA Cl: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.006 C 999 360 G 50 / 245 / - Lu: NA Cs: NA VERT(TL): 0.023 C 999 240 F 989 / - / - Snow Duration: NA HORZ(LL): 0.004 C - G Min Brg Width Req = - HORZ( TL): 0.008 C F Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor. 2.0 Bearing F is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.364 Bearing F requires a seat plate. TPI Sid: 2014 Max BC CSI: 0.066 18. 0 Rep Factors Used: Yes Max Web CSI: 0.129 Members not listed have forces less than 375# FTIRT: O(0 0(0) Maximum Top Chord forces Per Ply(Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE I VIEW Ver. 17.02.011A.1114.21 A - 8 474 0 B - C 474 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- F 0 -544 F- C 0 -682 A : nt v • Q I 1 COA CON AL FN t1ig1/111t 03/ 15/ 2018 ALL CONTRACTORS INCLUDING THE INSTALLERS in.4talling and brag n Refer to and follow the latest edition of BCSI (Buildin ractices prior to pe 13 i these functions. InStalleB shall provide terh1 e properlyattachedscructnuqalsheathingandbotQrtlChord;Hall hav a props y restraint YfwebsshallhavebracmglnslalledperBCSIsectionsB3, i37 or 81 , as shown above and on the Joinroetails, unless noted otherwise. Refer to ALPINE ll npt be repponsiple for any deviation from this drawl an failure to build the ib1 , Instpllgationgand brad of ttrrusSesA Seat, Isdth vdrg rYg or cover pag 2400 Lake Orange Dr. ilit oftheBuildingoasignerppeerANSI/fPlI c.2hown. The sui[ahility Suite 150 ALPINE' www sipineitw corn• TPI: www toinst o • SBCA: www stidndus .com: ICC: www toeaafe 0M Oriando FL, 32837 Job Number: 19792 ply: 796 Truss Laba97F CC -DAVID WEEKLY Oty: 2 I FROM: CH / TB SY42 I 1o4 73 t8Re 1080005 Loading Criteria (psq TCLL. 40.00 TCDL: 10.00 BCLL: 000 BCDL: 5.00 Des Ld: 55.00 NCBCLL• 10.00 Soffit: 2.00 Load Duration, 1.00 Spacing. 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Negative reaction(s) of -290# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Special loads Lumber Dur.Fac.=1.00 / Plate Our.Fac =1.00) TC: from 100 plf at 0.00 to 100 plf at 2.33 TC: From 240 plf at 2 33 to 240 plf at 3.54 BC: From 10 plf at 0.00 to 10 plf at 3.54 TC: 352 lb Conc. Load at 3.54 P"! 2'1.8 -' 1 1.0"8 --j 1 I 11if7ai :u 1 2'8"8 j 11 "8 - { i 3'8" ---{ Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE T 1 0efl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 C 999 360 VERT(TL): 0.027 C 895 240 HORZ(LL): 0.003 C - - HORZ(TL): 0.009 C Creep Factor. 2.0 Max TC CSI: 0.496 Max BC CSI: 0.085 Max Web CSI: 0.149 VIEW Ver. 17.02.01A.1114.21 Iw 4Z COA #017t4uO NA...,1Is`a` 03/15/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W G 50 /290 /- /- /- /- F 1203 /- /- /- /- /8.0 G Min Brg Width Req = - F Min Brg Width Req = 1.5 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 544 0 B- C 544 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- F 0 -625 F- C 0 - 783 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fa¢rri ati 9 11 ttdlinct shippin ingtalling and brac'nqRefer ro 8nd fplktw the latest edltl0n of BCSI (Building gaietyInformation, by PI d'S GA) fbi safety practices prior to performing these functions. Installers shall provide tech rary BCSI. Unless noted oTherwige,top chord shall h2ve proper)vy attached s(ructural sheathingq and bon2rr fiord gnarl havfl a roGeAy id ceilingg Locations shown for rmanent lateral restraint Of webs shall have bracmgg InsTalled per BG I secLons 83, B7 or 810, e AopTy pplatees to each face ot truss and position as shown above and on the JoinCDefails, unless noted otherwise. Refer to BOA- 2 or slarWard plate positions. of any failure to build the I or over i n. he su ility A IPL NEnmvoxwxr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32a37 Job Number: 19792 Ply: 1 SEON: 561797 / T23 SY42 Cust: R408 JRef., 1 W994080005 7497 - C f7497 - C -DAVID WEEKLY Oty: 2 FROM- CH DrwNo. 073.18.1234.25513 Truss Label: F12 I I KM / DF 03/14/2018 F31~ 2'1"12 { 3X4 1112X4 =1 X3 A B Loading Criteria (psf) Wind Criteria TCLL: 4000 Wind Std: NA TCDL: 1000 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00ODesd: Mean Height: NA ft 00NCBTCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 ' C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 02 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=0' y=9'4" uses the following support conditions: 0' Bearing E (0', 9'4') THA422 Supporting Member. (1 )tx2 SP #2 Dense 2) 0.162•x3.5- nails into supporting member, 4) 0.148"x1.5• nails in Range and 6) 0.148x3' nails into supported member. Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA r 9,4„ DeRICS1 Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): 0.000 B - HORZ(TL): 0.000 8 - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code. FBC 2017 RES Max TC CSI: 0.343 TPI Std: 2014 Max BC CSI: 0.079 Rep Factors Used: Yes Max Web CSI: 0.027 FT/RT:0(0y0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. qpP H k F S n two. Q 9 •e SSIONAI. COA 03/15/2018 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W E 147 /- /- /- /- / - D 131 /- /- /- /- /7.3 E Min Brg Width Req = - D Min Brg Width Req = 1.5 Bearing D is a rigid surface. Bearing D requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS aq ire exVeme care in fa dcatin9 h pol'nq shiuping in.4talling and brac'na. Refer to nd fpllow the latest edition of SCSI (BuildingffuryInformation, by TPI and SE3CA; fbr safety pracbces prior to pert'15 . g these functions. Installers shal p vide terhporary r BG51. Unless noted Olherwise,top chord shall h9ve pro rigy attached structural sheathingp end b0tt Chord ;nal h2vfl a prooeny S9id ceiling. Locations shown for0epermanent lateral rest rot 0f webs shall have bracincat msTalled per Bc51 sections B3, B7 or B70, lg._ Agply plates to each face. of truss and position as shown above and on the JoincDet Is, unless noted otherwise. Refer to lAlpine, a division of ITW Building omponQnts Grpup InC. shall not be regponsible for en dertation from this drdwi any failure to build the truss m c0nf rnance with ANSIIf 1 1, or for handling shi pm , installation and bracing f trussesA Seal on thi drfg or over gag lisithis Srawin indicates acceptance of proTessiPonar 9n in Bring rens7blity sole for the despn BhoMin.he suitatili antdn--- ofthisgnawingforanystructureistheresponsibilitJoRTeBuildingOeSigrferperANS1/TPI 1 S8c.2. ti ALPINE II11rW01111H!/ 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19792 Ply: 1 SEON. 561798 / T31 SY42 Cust: R408 JRef. 1W994080005 7497 - C 17497 - C -DAVID WEEKLY pry• 2 FROM- CH DrwNo: 073.18 1234 28257 Truss Label: F12A I I I KM / DF 03/14/2018 Loading Criteria (psf) Wind Criteria TCLL. 40.00 Wind Std: NA TCOL' 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 500 Category: NA Des Ld 55.00 EXP• NA Mean Height NA it NCBCLL: 10.00 TCDL: NA psf Soffit. 2.00 BCDL. NA psf Load Duration. 1.00 MWFRS Parallel Dist: NA Spacing: 24 0 " CSC Dist a: NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Sot chord 4x2 SP k2 Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. IMPORTANT" T v 1 10"12 2'7"12 1'0"12 1'7" 1-2"8 --{ 3X4 1111X3 =1X3 A C i 2'7"12 T L Snow Criteria (Pg.Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or •=PLF Pg• NA Ct: NA CAT: NA PP Deflection in loc L/defl L/q Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 G' 106 / - I - I - l • l 24 5 Lu. NA Cs: NA VERT(TL): 0.000 B 999 240 E 61 /_ I - I - l • l 7.3 Snow Duration: NA HORZ(LL) 0.000 C G Min Brg Width Req = - HORZ(TL): 0.000 C E Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 Bearings G & E are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.090 Bearings G & E require a seat plate. TPI Sid: 2014 Max BC CSI: 0 018 Rep Factors Used: Yes Max Web CSI: 0.012 Members not listed have forces less than 375fi FT/RT:0(0y0(0) Plate Type(s), WAVE VIEW Ver. 17.02.01A.1114.21 7.0861 A : •7 ^ e 41 PRI, COA If 03/15/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS m%allinp and brat nq. Refer to nd fpllow the latest edition of BCSI (Buildingracticespoortopertloffrlmgthesefunctions. Inst2artll1eSrrsS shall pprovideflgterhpor paeeeproperlyattachedstructure) sheathing and p ettBCShse cf$ons 83rB7 oroe1 yrestraintfwebsshallhavebrawn9g inslalled r BC as shown above and on the JoinCDetails. unless noted otherwise. Refer to 11 not be responsible for any ddeviabon from this drraawl an failure to build the ig, Insttaallation and bracing gf,trussesA Seal on thi¢ d i Zya or over p 89r9,ngine4tring re.qponstbiltty solely for )he Qesjgn shovTn. he su bility AL IPNE Mrtwaarun 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Gable Stud Reinforcement Detail ASCE 7-101 140 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Oro 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = L00 Or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt a L00 Oro 100 noh wind soeed_ 30' Mean Heloht. Partially Enclosed. EXoosure D. Kzt a IM S 2x4 Brace Goble Vertical pacing ISpecles I Grode No Braces 1) 1x4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1> 2x6 'L' Brace 2) 2u6 'L' Brace ON Group A Group H Group A Group B Group A Group B Group A Group B Group A Group B W J U Q a S P F F 41 / 02 4' 1' 6' 11' 7. 2' e' 2' 8' 6' 9' 9' 10, 2' 12, 10' 13' 4' 14' 0' 14' 0' N3 3' 10' 6' 2' 6' 7' 8' 1' e' 5' 9' 8' ID' 0' 12, e' 13' 2' 14' 0' 14' ' 0 Stud 3' 10' 6' 2' 6' 6' B' V 8' 5' 9' e' ID' 0' 12, e' 13121 14' 0' 14' D' Ste*1 and 101 S P D F L 4' 7. 0' 7' 3' 8. 3' 8' 7' 9' 0 ID' 3' 13. 0' 13' 6' 14' 0' 14' 0' K2 4' V 6' 11' 7' 2' e' 2' 8' 6' 9' 9' ID' 2' 12, lD' 13' 4' 14' 0' 14. 0' K3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' e' 10. 1' 11' 7' 12, 5' 14' 0' 14' 0' Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' Il' 9' 8' ID' 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' e' 10, 9. 6' 10' 3' 11' D' 13' 11' 14' 0' U e L 1 U O Rt S P F H Ffl K1 / K2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14. 0' K3 4' 5' 7' 6' 1 8' 3' 9. 3' 9' 7' 11' D' 11' 6' 14' 0' 14' 0' 14' 0' 14' D' Stud 4' 5' 7' 6' B' 0' 9' 7' 11' D' 11' 6' 14' 0' 4' 0' 4' 4' 0' Standard 4' 5' 6' 5' 6' 10, 8' 7' 9. 2' 11' D' 11' 6' 13' 6' 14. 0' 014' ' 14' 0' S P D F L K1 4' 10' e' 0' 8' 4' 9' 6' 9' 10, 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' D' K2 4' 8' 7' 11' 8' 3' 9. 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' p3 4' 7' 6' 1D' 7' 3' 9' 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' D' Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' IS' 1' 11' 6' 14' D' 14' 0' 14' 0' 14' D' Standard 4' 5' 6' 0' 6' 5' e' 0' e' 7' 10, 10, 11' 6' 12, 7' 13' 15' 14' 0' 14' D' d l j X C5 LJ O n: S P F LJ Ffl g1 / M2 5' 2' e' 9' 9' 1'1 10, 4' 10' 9' 11' 2' 12' 9' 14' D' 14' Do 14' 0' 14' D' 03 4. 10' 8' 7' e' 11' 10, 2' 10' 7' 1 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 1 14' 0' Stud 4' 10' 8' 7' e' 11' 10, 2' 10' 7' 12, 2' 12, e' 14. 0' 14' 0' 14' 0' 14' D' Standard 4' 10' 7' S' 7' ll' 9' 1l' 10' 7' 12, 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' P D F L M1 5' 4' e' 10, 9' 2' 10, 5' 10' 1D' 12' 5' 12, 11' 14' 0' 14' 0' 14' ' 0 14' 0' N2 5' 2' B' 9' 9' 1' 10' 4' ID' 9' 12' 3' 12, 9' 14' 0' 14' 0' 14' 0' 14' 0' N3 5' 0' 7' SO' 8' 4' 10' 3' ID' 8' 12, 2' 12' 8' 14' 0' 14' 0' 14' 0' 14. 0' Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12, 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 10' 6' 11' 1 7' 4' 1 9' 3' 9' 10, 12, 2' 12, e' 14. 0' 14' 0' 1 14. 0' 14' D' bit Truss Diagonal brace optlon Tverticallengthmaybe doubled once da0orol 8' B1 brace In used Connect 1 dagonel brace for 525• at fall end IMX web Hr Ce total length Is 14'. 2x6 DFt B2 or145*(as bettw r TTIII Vertical length elnawn bracer single In table above. or double cut 1L 1shown) at upper end Comfct at Refer to chart MWAqGMB ISM Alm F=AAI ALL NUES M TWB IDAVDD mimemAmm etee®I 710 AWDo TD ALL —1-1— aCUm TIE DISTALLM LS: aW l." a po qos y :t admod n. n p-*-mWA;;kap"ply :,w S AWO'w si u6roodhe ,C:::tmnntu sho n where •ere on Ite J*A art" uitO n.Ud wanrMew. t. Rsfer to drai ps 1a0a-2 fer ff"ndere p44vAlpee, a dNldwn of 1Tv Cowpwne nb bm shall rot he r+spwwwa for dwhANMCONWAMusetwangarChpwtoaddinstrmhaortraraeeanhwmnnLorrsr A tsar sn 00 doesse or corer Neft of nti hit» ampirno M prefesedrsl v 13723 Reeryan Dma wwAsari.a n tv eeldy poi " *Ms ohs\ Te w/Wmy and nee o1 tli twaYO V ! Sun• 200 Is- uer si\ciseedY Ye r,nOUly o/ S. ago, burr' Pr Al WA 1 Sect ,w ON Al +\np Marybnd Mepnt, MO 831n3 Al O6 11weRt9w r'0/Ba PBa Bracing Group Species and Gradesn Group An fb Ham-rir BE • Stud 03 Stud B3 twndard Douplas r1rd-Larch 20161them PMwa 3 •3 Stud Stud Standard I Standard Group BI Hew-rb 01 L Str B1 are ' Southern pines 1i B1 Be •2 El br4 Braces s1e0 be SRB (Stress -Rated Bowan. 6or lx4 So. Pee use only lndastrlal 55 or Industrial 45 Stress -Rated Boards. Croup B values may be used with vest RMFIOs. umbie Truss Det0111 Notes Wind Load deflection criterion Is L024L Provide uplift connections for 100 plf over contiguous bearing (5 psf TC Dead Load). Goble end supports load from 4' V sutlockfrs wIth 2. V overhang. or 12' plywood overhang. Attach 'L' braces with 10d (0.f2B'X3.0' wN nals Ill For (1) 'L' brace space ndls at 2' or. In 1H' and zones and 4' or. between zosne iKWor GEL. braces, space nofts at 3' aL. In 1B' and zones and 6' or. between zones L' brocfig rust be a mbnigwen of BOX of web member length. Goble Vertical Plate Sizes Vertical Lonoth No Solice Less than 4' 0' 2x4 Greater than 4' 0', but 3%4lessteen11. 6' Greater than D' 6' 4X4 Refer to cwwwn truss design for peak, splice, and heal plates Refer to the holldhng Deemer for condtbro not addressed by this ditaL REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' Commentary; Camber may be built Into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantagest Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avoids 'dips' In roof ridgelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and In-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber Is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. 111r6eoaar No no MLUW AL carts a "as auvao 1110.mMIM 11111111106 an aeavor m 61L mm6eloe n47,mmG nc M" . Irn L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Type / Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load> + Actual Dead Load Flat Roof Trusses (0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) Notes The W*9. r"py tb ,oA,9ad may be considerably less than Mp+. rlr eI flv rn Cap rnb awe be tlru ml be espe b Ise .w d wh% AN flW071 IWY nr rr.tia oro ruw w ivJ v. trm w ow anrncs ra AkWM I or ror rrOMO+a rq YrA sm" aon tloa M 4+rna cal 11r+r0 W m.s P= as1r16 d C YAM mOW s of pal SuN wIft no or oftiWfto MmyLM H&Wft. M0 69M3 NlDt in JpYrKsmY 1 D 'w '16YMtd y S'N nwnO try Mineo hs y F DEFLEC/CAMB TE 10/01/14 VG DEFLCAMB1014 T ReMana Ga Tr Gable Detail For Let -In Verticals pproprlato Alpine gable detall for e sizes for vertical studs. Engineered truss design for peak, b, and hoot plates. vertical plates overlap, use a to that covers the total aroo of lopped plates to span the web r, 2X4 2X4 W rrovme connvr,%Kws ror upurs spurw wo on znw wngwwwrwa srvss awsrgn, Attach each 'T' reinforcing member with End Driven Nols• IN Common (06148•x 3.1,rin) Nals at 4' D.C. plus 4> naps In the top and bottom chords. Toenaled Nalsr 10d Corw on C0614B'x3'J+W Toenals at 4' ox. plus 4) toenals In the top and bottom chords. This detail to be used with the appropriate Alpine gable dotal for ASCE wind lood. ASCE 7-05 Goble Detall Drawings A13015051014, A12015051014, A11015D51014, A10015051014, A14015051014, A13030051014, A12030051014. A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Dotal Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC1D1D14, A111015ENCID1D14, A20015ENC1D1014, A20015END101014, A20015PED101014, A1153CENCIMM4. A1203DENCIMD14, A14030ENCID1014, A16030ENC1D1014, AI8g30ENCID1014, A2003DENCI01014, A20030END101014, A2003OPEDIDID14 S11515ENC100815, S12015ENC100815, S14015ENClWB15 Q0815., S18015ENCI00815, S20015ENCID0815, S20015MI qq g S1153DENC100815, S1203DENC100815, S14030E I ;! S18030ENCI00815, S2003CENC1D0815, S See appropriate Alpine gable dotal for nal;rleS 4q T' Reinforcement Attachment Detail T' Rehforcblg 'T' Reinforcbp Member Member Too -VIOLA - Or - End-nal To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detal). MaxbWn ollowable 'T' reinforced gable vertical length Is 14' from top to bottom chord T• reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example- ASCE 7-10 Wind Speed = 120 mph Mean Roof Height - 30 ft. Kzt - 1.00 Gable Vertical a 24'o.c. SP 43 T' Rolnfordl g Member Size - 2x4 T' Brace Increase (rron Above> = 30X = 1.30 1> 2x4 'L• Brace Length - 8' 7' Maximun 'T' Reinforced Gable Vertical Length 11 1.30 x 8' 7' = 11' 2' T• Relnf. Mbr. Size T• Increase 2x4 30 X 2x6 2D X w"a' W" NO MUN "LL MOO O1 n= °AW= - - REF LET -IN VERTNEOPMAWNSitsnoaav0` m au CMUL IM DCUSIM TIE oltT Trove roplw extren• nrw h fatrbathy hudhp, and RA arl1 i ror,,c,.uu„ee ,atsoft" ., m. tar pr,°:yxs° ar op Pafet = DATE 10/01/14 Wrees nomad atlrnlsa. tap C+oh dr0 rave o+WeNy .tti+d+ea e4v ON Oaat!'tis u+i S AT 0 % Q F DRWG GBLLETIN1014weh.a have a prwperb ft". d rid Mi p Loutlorr al,o.. far perwarrrrt at.r.l e: t, Q 11n1 1 ,,^^ afrll Irre hetelled per W&I s•ctbns 7A » or ills as apgkoMe. fto pats to salt A L`/ d I D ft W to ud pmmU as sown above and an W Joint letds. aiewa rotad Wlrrree O •• r ``/ Refer to sra lfaa-i nor etn+drrd plate po fba •a. •• Nper, a *Aobn of nV WA CarOarwmts fiwr bv. shall rot be rsponsb e far deeb ••••..,•••••_` AN 11WCI,MRINY tl,r +.•., •rw fair• to bJit r tno h aer.araaru au. walrtm L w for "°"°°"% ehep's ss MAX. TOT, LD. 60 PSFheasatbnaesoortnzw& aell0seAw. an Mr *%do ar co~.orI lb"'e as +w+s hda4s .eop(.n w of prof..lyd 4 r N A% ptt 3Tz3R=mpon Driv. •nshx•• •p•t y of eho TM ..army err rae w ure ..dO t 18 DUR. FAC. ANY for arllr b tin sulsip ortaar per almnfa 1 lbcs. OASa MaghV. MO 63n43 ror haw Ma+atiom es tom jWs 9~0 nosh peso Wo trxrs Bob atom Dig MAX. SPACING 24.0' ALfDfi seealpMtemy Wb sew ZIC6 any oD selwa/e NOTE" Details 1 2) 10d COMMON (0148'0.01 OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF ex4 SCAB -ON BLOCK. ATTACH STRDNGBACK TO BLOCK V/ (3) 10d COMMON (0.14Wx3JY> NAILS OR (010d Box/GUN (012e'x3.o'> NAILS. STRDNGBACK BRIDGING RECOMMENDATIONS BUTT sTRONceAac BRIDGING TOGETHER 4' 0. ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0128'x&O') NAILS IN 2 ROWS AT SCAR 6. O.C. NOTE- IN LIEU OF SPLICING AS SHOWN. LAP STRDNGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRDNGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONG( 3>10dBACKCOM TO OWEDV/ t3> IOd COMMON 0148'x3') NAILS OR t4) 10d BOX/GUN O28'x3D') NAILS O CSTROMMACK, BRIDGING code aFasea1roc All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 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 terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' Is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD> for the bracing requirements for each individual truss component. 'Bridging,' particularly '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 performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). 1 H, kn,,, i.-16ftw N. / 11'4 GO E $F• • -c. STRDNGBACK BRIDGING ATTACHMENT ALTERNATIVES NOWWO1113011 K" ro MUM .LL Mn 0 „as auwoa . ; : ovesn. n M no mim m all. amumnDo3ON nc oar 0. 7$ s TC LL PSF REF STRONGBACK rn s.. 1+ORw ..ar. care r r.ras vW hon•M& w t o A s as.. afr rasa 0~ OF llCti ono* tuna ar o/.""i°un"r - am ACDL PSF DATE 10/01/14 1.a ,,... 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Z Q m lQ Z Q rn Z m m X Z^ U C 3 D U)) D o 0 Q D Z C t' D Q = 3 m Q C N 07 m o N D 3 —1 v m Q r rn m City of Sanford Building and Fire Prevention Product Approval Sp Permit # # 1 0- 1 55 Q 7 Project Location Add SA F R on Form 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 PGT SH-200 FL 251-1129 Sliding Therma Tru Classic Craft FL 15225-114 Sectional Amarr Summit OS1000 FL 5302-R8 Roll U Automatic Other 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung Window FL 19715.1 R4 Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider Window w/ Nailing Fin FL 14998- R3 Casement Double Hung Silver Line by Anderson Extruded Vinyl Single Hung Window FL 19715.1 R4 Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL 14918.4 IRS June 2014 Awning Pass Through Projected Mullions Silver Line by Anderson FL 6067 R7 Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber -cement lap siding FL 13192.2 R5 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL 13265.1 R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL 10124-R20 Underlayments Interwrap, Inc. Rhino Roof FL 15216-R3 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 June 2014 Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL 158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products June 2014 Applicant's Signature Applicant's NameG. cafV-- Please Print) June 2014 MILLENNIUM METALS. INC. 10200 Eastport Road Jacksonville, Fl 32218 877- 358-7663 Off Ridge Vent Installation (with orMORMAN L 1 A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Orr Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underhtyment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be'/:' thick and should extend 2" onto the underlayment. The tower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent. The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart I. eneth Net Free Area No in) Cut Out Size 4- 115 46" x 2.1/2" 6' 175 70" x 2-1/2" 81 23S 94" x 2.1/2" I0• 295 119" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1.112" ring shank nail 4" on center. The nail should be 1.1/2 inches from the edge of the flange and 1.1/2" from the comers of the vent. Noil must be ASTAI Fi667 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only). which meets the requirements of the 2010 Florida Building Code (chapter IS). 26 gauge (.0179 min) AZSO Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 au a .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum .025 min) ASTM B-209 • Afwiima ft **et*1hbk w0 &ft h.W heffb hw ro Frrt4 PM*W WM-1 Page ) METALS. INC. I ry ompo t #A" Ild.C114IK.d. A , j II ON-M•"*41 W?1 I.1Ihi01./crs OW: AAA"'%& rrurr QQ w Mittl Jlla a U% TO Of ALL FLANG13 TA nAYPP f1.U21 PTFf Y IN:TALL .-#MINGLES 11p mi timm T'I IILNO G•WIR vx• niH•: CHARY. 11A:L0. 4' NkIL ' o.C. v. H:wr UWW411 All—L.—.I UvOEA FL111a:.%M: H4 TOP 3F nfr+CHAB_E RAffLE 0=—ION: r`4G11 raPCnrn W II . s_! OL•-'C GAT_C ONTO YWCA tPEN11/5 IMOiALL GUI:C rQq OI2C A001 SENT •LAH3E -WC SCUA! YILTti -.- • /I- P.IMO SWJW MU LU:AlXN HA:_C. A'':.C. FF 1 E E T AVAILABLE COLORS (CIRCLE SELECT) Whka Black Grown CSUCK EnQ1nPE=r1nq SpPCldirLj Structural EnglneQrinq CBUCK, Inc. Certificate of Authorization a8064 Evaluation Report MMI Off Ride Vent & Attached Permanent Baffle Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.2 R1 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-VPB-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Paces 1 — 7 MMI Off Ridge Vent Attached Permanent Baffle Steel or Aluminum facsimile of digital copy signed by James L. Buckner, P.E. Wood Deck Electronically signed and sealed documents shall comply with the provisions of FAC Rule 6 LG LS•23. 111111111r'' No 31242 Lu= STATE Of _ 14J ORIOP.•' s C3UC,'(, Inc. - Palm aeoch County, Ficrida 2017.12.15 09:08:10-05'00' Phone: (561) -191-9927 Email- cbuck..Vcbucxinc.r.et • 41lebsite: w w,v.cbuckinc.net Nlaln Office: 1371 Community Drive, lupitar, Florida 33,153 CSUCK ngin fin Specks& l Structural &x10nper1nq Manufacturer: Millennium Metals, Inc. FL #: FL 19567.2 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-VPB-ER6 Page 2 of 7 CBUCK, Inc. Certificate of Authorization 48064 Product Name: MMI Off Ridge Vent & Attached Permanent Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System Iv mi Off Ridge Vent with Attached Permanent Baffle Description: Steel or aluminum off ridge vent & attached permanent baffle for shingle roofs mechanically attached to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials for Evaluated: structural attachment: 1. Off Ridge Vent 2. Permanent Baffle 3. Fasteners 4. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safer'l of2to1. FL #: FL 19567.2 RI Date: 12 / 15 / 17 CBUCK E=f 1gin=t=f1nq Pagert No.: 3 of 76-MMI VPB ER6 SQecfalltty Structural EnglneQrtng CBUCK, Inc. Certificate ofAuthoriration a8054 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017), Section 1708.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof components in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization k: QUA 1824). FL #: Fl 19S67.2 R1 Date: 12 / 15 / 17 CBUCK Engineering RRepQort No.: 4 of 96-MMI-VPB-ER6 Pag S]E cldiC t,) Structural Ef Q newlr'Q CBUCK, Inc. Certificate of Authorization #8064 Structural Ridge Vent: MMI Off Ridge Vent Components/Materials Material Type 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance. Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 i Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2', 4', 6', 8' and 10' Baffle: Permanent Model Material Type 1: Steel I Thickness: 26 gauge (min.) i Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or i Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Flange Width: 2-3/4" Height: 3-1/4" Lengths: 2', 4', 6', 8' and 10' (to match length of off ridge vent) Fastener(s)- Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size: 11 gauge (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F1667 CBUCK Engineering i FL N: FL 19567.2 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-VP13-ER6 Page S of 7 Specldlrlj Structural Englneertnq CBUCK, Inc. Certificate of Authorization #3064 Alternate Fastener: Purpose: Type: Size: Penetration Through Edge Distance: Corrosion Resistance Standard: Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 (x length to meet min. penetration through deck) 3/16" min. through wood deck 1-1/2" min. from edge of deck Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Installation: Structural Installation Method: Refer to drawings on Pages 6-7 of this report.) Position vent flange beneath loosened shingles and align with deck opening. Insert baffle flange flush beneath the vent front flange. Simultaneously attach vent front flange and baffle flange to deck with nails or screws spaced 8" O.C. maximum and 4-1/2" from each end. Attach vent back flange and side flanges to deck with nails or screws spaced 8" o.c. maximum and 4-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: F3167.01-450-44, Report Date: 12 / 15 / 15 2. Engineering Analysis By CBUCK Engineering 3. Quality Assurance By Keystone Certifications, Inc. (QUA 10: 1824) Millennium Metals Licensee # 423 4. Certification of Independence By lames L. Buckner, P.E. @ CBUCK Engineering FBC Organization 4 ACNE 1916) 1 FL it: FL 19567.2 R1 Date: 12/15/17 CBUCK L-f-Igneering RRepeort No.: 17-1976 MMI-VPB-ER6 Pag Spt cfdlty SrrL=rurdj Er1Qlr'1t2PMnq cBUC<, Inc. certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck Profile Drawings 2 in. 4 11 in. T 12" Vent Side View Not To Scale) Typical Fasterer(s) 11 Gauge Fang Shark Rcofirg Nail CAR 10 rrin. ftod Screws rvtvll Off Ridge Vent Steel orAlumnum) Typical Fasterer(s) 111 Geuge Rng Shank Roofing Nail CR 10 rrin. Wood Screws / Perrnanent Bade — Steel orAlunirum) v.Er Gnxt Perrrarent Baffle — Steel crAluninum) Typical Cross Section View (Not To Scale) T 3-114" L 2-314' Baffle Side View Not To Scale) icrar JcFe Plywood Deck NM Olf Rdge Vent Steel orAlurrimm) Plywood Deck Typical Fasterer(s) 11 Cat ge Rng Shank RoofN Nail CR 10 rrin. V\,bod Saews FL #: FL 19567.2 Rl Date: 12 / 15 / 17 CBUCK Enginseering Report No.: 17 196 M VtI VPB-ER6 Page 1 of 7 l Spr2claitl i Structural Encglneerinq CBUCX, Inc. Certificate o%Authorization asuaa Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck 9' o.c. Typical, IviaArrum Typical Fasteners) 4- 11 Gauge Fang Shank Rncfing Nail Base Flange OR 10 rrin. VAbod Saew; Top Plan View (Not To Scale) Typical Fastening Pattern) NCft' nd L_wgfi1S aR 6 FL 8 FL e 10FL 24" N yQ• 6 gyp. Perrrarent Baffle Attached Simlaretx* with vent flange fasteners Typical Fasterer(s) 11 GeL ge Rirg S wk Pzdng Nail OR 10 rrin. Obod Sava Typical Ridge Vent Assembly Isometric View (Not To Scale) MILLENNIUM METALS. INC. 10200 Eastport Road Jacksonville, FI 32213 377-353-7663 Off Ride Vent installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed Ibr the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of6" off the peak of the ridge. Cut out sizes are located below tit Table 1-1. INIPORTANT MOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be V." thick and should extend 2" onto the underlayntent. The lower portion of the vent should already have shingles installed up to die cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed oil the back and side tlanges of the vent. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This aluws a minimum clearance of 2-1.12" from the roof to the top of the vent. The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Length Net Free Area (stt in) Cut Out Size 4• Its 46" x 2-1/2" 6' 175 70" x 2-112' g' 233 94" x 2-1/2.. l0' 295 118" x 2-t/2" C. Fastening of the Off Ridge Vent l ) if usin; detachable baffle, attach the ballle by sliding it unto the lower Ilange of roof vent. Cam should be taken to see it is flush with front flame of vent. Secure as indicated on drawing. 2) Fasten the top. side. and lower flange with a minimum of I-1;2" ring shank nail 4" on center. The nail should be 1.1.2 inches from the edge of the flange and 1-1.2" from the comers ofthe vent. Nail must be:ISTM F1667 compliant in accordance with Florida Building Cade Section IS. Millennium -Metals manufactures otf ridge vents in the fallowing gauges of steel S aluminum 11tinnmmt available with detachable balflc wtlr). which meets the reyuirctnents of the 20(0 Florida Building Code (chapter 151. 6 gauge 1.017o mill) A230 Acrylic Coated Galvalume Steel 2b gauge (.Ol i9 mint .SST-1 A-Wi Steel G-90 Commercial Steel Tvpe B Q ,-au•_c (.0l -9 min) A3TM a--55 Ptd Steel Commercial Steel Type B Ptd :Vuminum (.025 min) ASTM B-209 " Ifm iaxm n wdP umdeAlr arch deu.h Mr M//1.• foe n. ffwidu Pn fu. IppmrnL Page I n MILLENNIUM METALS, INC. 10200 EASTPORT ROAO JACKSONV[LLE, FL 3221E 904.358.8366 WATTS 1.877.358.7663 (ROOF1 FAX 904.358.8295 ROOFING CEMENT APPLIED UNDER & ON SIOTOP OF ALL FLANGES TO COVER COMPLETELY O GE p I el'o RON JIG . GPE INSTALL SHINGLES UP AND UNDER TO MIN 1-1/2" ROOFOPENINGRINGSHANK1- 1/2" RING SHANK NAILS, 4" 1 NAIL 4" O.C. O. C. ROOF CEMENT APPLIED UNDER FLANGE AND ON TOP OF DETACHABLE BAFFLE OPTION: EACH EXPOSED NAIL. SLIDE BAFFLE ONTO LOWER OPENING IN ROOF, SE ROOF VENT FLANGE AND SECURE INSTALL GUIDE FOR SIZE WITH 1-1/2" RING SHANK AND LOCATION NAILS, 4" O.C. MILLENNIUM METALS INC. TOLL FREE: 1.877.358-7663 PAGE 2 FAX. 904-358-8285 SUBJECT TO CHANGE WITHOUT NOTICE 11/14/13 Moots ASTM D4869 & D226 Types I & II Fiber grip s)ip•tesistant walking surface Enhanced UV - 60 days exposure, 2S x stronger than 15 lb felt 6 squares more per roll compared to 15 lb felt 17% more coverage per tap (42' width as compared to 36' for foh) Ease of installation - wider, lighter, more coverage per tap Synthetic construction inert to mold growth Lays Rat and does not absorb water and wrinkle No oil leaching - no hazardous material content Gass A Fire - ASTM E 108 (as pan of a system) Contributes to LEED• points Texas Department of Insurance Advanced backside non -slip coating low temperature flexibility c©uL G. Intertek Inta ek RhinoRoof U20 is an ab, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographial region and structure type as it is considered a vapor barrier. DECK PREP: AD protrusions from the deck area must be removed and ensure the deck has no voids,'damaged or unsupported areas. Deck surface should be free of debris, dry and moisture bee. USE: RhinoRoof U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under asphalt shingles. synthetic shingles, residential maul roofing and cedar shakes. APPLICATION: For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (paralle9 to the eave with the primed side up. Horizontal laps should be 4' and Vertical laps should be 6'and anchored approximately 1' in from the edge. Fa low slops Bess than 4:12) applications it is recommended to overlap SM plus 1'. for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for sbpes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRoof U20 an be anchored with corrosive resistant 3/B' head a 1' leg roofing nails Ping shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof U2D will void warranty. CAN/CSA A123.3 f)s5cw#`- ANCHORING: All anchoring nails must be flush, 90 degrees to the CCRR-101S r_w.no rarren roof deck, and fight with the underkayment surface and the structural FBC SFLIS216 r•sxe.wxo roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D•4586 Type 1, or Federal Spec SS•153 Type 1 such as Karnak, Henry, DAP, MB, Geocel StIANDARD RIUNOROOF• U20 AST1415 LB Fill or equivalent. Acceptable alternatives are butyl rubber, urethane, and TYPICAL VALUE TYP1-AL VALUE EDPM based caulk or tape sealant. F.—ba"AStMt96 .000 s••r• w•r frrwnM••Attu Dow PIM ram 1•.1-90AflMe,.1113 •oLe.psk0lmz•4n1h0 •ot2a.n wlmnrr.p.kd treYitiri hASIMD7st MD541X Wk01mt9ISfWI0 1k.us-9mA.T.Dris 13ew110110V4 INS P.DUV•h tb96o•ASTMD751 MDMCDM% s03%CDA . Libor 0 611—AS1M01W Ma.1 hat fro 112e.Dk0 N•—WIN601pASIMe,1177 71Mlo.0" zt rink 0-4z a C I t•xh7rr. a." 401FW3Q'i140C0115'q LENGTH PER ROLL: 286' / 87 in WIDTH PER ROLL 42• / 1.1 in WEIGHT PER ROLL• 23.5 Ras 110.6 kg ROLL SIZE: 10 eq / 93 rW ROLLS PER PALLET. 67 PALLET WEIGHT: 1.626 Ibs / 738 kg 1.wax.•khaWm~ap ulwi• r•mrlrou,m• —ow nail nor are d.,rd rrpwgt nMwun s m.rn.rn.rku vw. •• bP'rr m rw nor t.rrp 1s•orcrse uxsul rk• uanrsnM lea r•e,•.•x1M f•r.e..M re.. lef Min•e••lllm•1•W.o.dnrm0•o.n lAan•rrLb Awrra.wbkgiw•al.ewasewederW nrru.msrss.0101r wewnp N rpnnreh•a IIIIi00 a.M.,An Mw1lMa0• ahc. ReeIN - Products lslvhlen Charleston, SC • VahW~ BC • Mission. BC • mord".00 Toll Frei 888 713 7663 I Tek 778 94S 2888 E-mat WoOntani alocom EMENDED EXPOSURE: If Rhinolloof U2D product will be exposed longer than 24 hours and up to 60 days than product must be attached to the structural roof deck using a minimum 1' diameter plastic or metal cap roofing nails Ding shank preferred but smooth leg acceptable). Miami -Dade approved tin tags or metal caps are also acceptable, and it is recommended for best performance to use with the tough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer. Rhinofioof U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rein or strong winds are expected it is recommended to take additional precautions such as doubling that lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION • READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep dope rook. such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serial injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. Say goodbye to traditional asphalt saturated felt paper - Break free from felt' with RhinoRooP U20 synthetic roofing undedaymend RhinoRoof U20 Is a highly engineered, mechanically attached, coated woven synthetic roofing undedayment for sloped roofs. RhinoRoof's durable and high strength design along with its fiber grip walking surface provides a considerable improvement over asphalt saturated felt. The fiber grip textured walking surface can also be chalked just like felt. Gain an edge in productivity and profits; RhinoRoof's e light weight, 42' width and 266 It run length allows for fewer laps. cuts, and easier roll handling compared to felt. This means you can do more jobs in less time, use less labor, and inventory fewer rolls. Gone are the days of blow -offs and call backs! RhinoRoof U20 is 25 times stronger than 15 lb felt and therefore offers superior wind resistance and S durability through heavy roof traffic and adverse • • • weather conditions. Stay on track take on more jobs and sleep assured your U20 projects will remain intact and dried -in. RhinoRoof U20 will save you time and money with less material damage and fewer post -install repairs. Unlike traditional asphalt saturated felts, RhinoRoof U20 can be used in extremely low temperatures without becoming stiff and difficult to unroll. It also does not dry out, crack, or leach oils in the. heat like felt. RhinoRoof U20 is lOD% synthetic and will not absorb water and wrinkle like felt. It lays flat and will remain lOD% impervious to mold. RhinoRoof U20 can also be used in conjunction with RhinoRoof RSA or Titanium" PSU30 self -adhered undedayments for ice damming protection along the eaves and in the valley areas. RhinoRoof U20 will continue to protect your long life primary roofing long after felt has turned to dust! Unlike fah, RhinoRoof U20 is also backed by a 20 year manufacturer's limited warranty. Break free from felt, choose RhinoRoof U20 synthetic roofing weaving a better world'" undedayment from InterWrap. NTINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certifitote of Authorization g9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262.9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 14OS10.02.12-R2 32923 Mission Way FL1S216-R2 Mission, SC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/201S 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 5th Edition (2014) Florida Btilding Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LASEUNG: 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 IERD 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 I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPKTIDN: 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 3. Prepared by: Robert J.M. Nleminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Vq tttNr,+,, r o! I h. `3fQ`t At'e ••' Thehctbnde ual appeadng wat autWted by Alban N(eminan. J....n,n,. L oe0e/n/201s. TM does nm somas an eleataHea Oyaknee daa nwd. Skned, ward hardcooes have been transmbted to the ra" Approval AdmiNsetatw and to the named chant CERTtFicAinaN a; INOEPENOENCE: 1. Trinityl 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. TrinityI 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. S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in anyway, 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. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year iSO7.2.3. IS07S.3, TIS07.8, Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 2006 SS07.8.3,1S07.9.3,1S07.9.S on Heating 1SO7.2.3, IS07.S.3, 1S07.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1SO7.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: infitt Examination Reference Date ITS(TST1S()91 Physical Properties 10053939SCOO.006 10/27/2011 ITS(TST1S09) Physical Properties 10053939SCOO-002 10/27/2011 ITS (TST1S09) Physical Properties 100S39395COQ-006 03/14/2014 ITS (QUA3673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinitVJERD 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. S.2 This Evaluation Report is not for use in the HVH2. S.3 fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. S.4 RhinoRoof 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 AHl for approval based on this evaluation combined with supporting data for the prepared roof covering. S.S Allowable roof covers applied atop RhinoRoof Underlayments are follows: TAli lc,Rota COVER OPnoKs Underayment p7011WoodNail -On Tile Foam -On Tile Metal Shakes Slate or S Ingles g, Shingles Simulated Slate noR fU30 YeS No No Yes Yes No S.6 Exposure Limitations: S.6.1 RhinoRoof Underayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 61 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM 0226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140SL0.02.12-R2 Cern%kote of Authorizodon N9SO3 FUS216-R2 Revision 2: 04/27/201S Page 2 of 3 QOTRINITYIERD 6.3 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. 6.4 RhinoRoof U20: 6.4.1 fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-Inch diameter plastic or metal cap nails or FBC HVH2 nails & 1-5/8' diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours; use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 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: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20.3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. CerVikoteof Authorization 09S03 Evaluation Report 140S10.02.12-R2 FLiS216-R2 Revision 2: 04/27/201S Page 3 of 3 RhinoRoof ° U20 Synthetic Roofing Underlayment RhinoRoof U20 Installation Instructions RhinoRoof U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under, asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 2:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope applications it is recommended to overlap 50% plus 1 ", for complete definition of low slope and.guidelines consult authorities having jurisdiction.. U20 product is not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. If U20 will be left exposed for up to 60 days the product must be anchored with 1" plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof U20 will void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the underlayment surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant. EXTENDED EXPOSURE: If RhinoRoof U20 product will be exposed longer than 24 hours and up to 60 days then product must be attached to the structural roof deck using a minimum 1" diameter plastic or metal cap roofing nails ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and it is recommended for best performance to use with the rough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer. RhinoRoof U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. InterWrae Roofing Products Division Charleston, SC • Vancouver, BC • Mission, BC a Montr6al, QC MR Web: www.InterWrap.com/roofing I E-mail: info®interwrap.com mithdalta Toll Free: 888 713 7663 I Tel: 778 945 2888 e t Florida Building Code Online htips:Ufloridabuildin&orgjpr/pr_app_dtl.aspx?paraiyr• wGEVXQwt... 8CIS Home Login User Registration Hot Topics Submit Surcharge Stats &Fads Pubh r.ri'• j Product Approval USER: Public User ProA4ct A6D wAl Ntenu > Pro uc or ggnl&loon earch > gQlZK tion t > Application Detail Y se,'•,•z; :.':-r •p-. fa'=?:::; FL13265-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Pr( Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshar Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshar Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshar Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshar Category Panel Walls Subcategory Soffits 2/27/20 IS 1:27 PM 1 of3 hit s HfloridabuiIdin orgtpr/ r a dtl.as x aramwGEVX wt... Florida Building Code Online P g P _ PP_ P •P Q Compliance Method Evaluation Report from a Florida Professional Engir Evaluation Report - H Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Certificate of Independence FL13265 R3 COI RIO - 1 Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Equivalence of Product Standards Certified By Florida Licensed Professio FL13265 R3 EQuiv RIO- Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products... _..._.. _.. _...... ... ..... ..................... FL # ; Model, Number or Name ! Description 13265.1 : HardieSoffit Panels HardieSoffit Pai panels 2 of ? 2/27/2018 1:27 PM Florida Building Code Online https://floridabtlilding.or-/pr/pr_app dtl.aspx?param=wGEVXQwt... Limits of Use installation It i Approved for use in HVHZ: Yes FL13265 R3 I Approved for use outside HVHZ: Yes I Frame.adf Impact Resistant: N/A FL13265 R3 I Design Pressure: N/A FL13265 R3 l Other: For use in HVHZ install in accordance with NOA i Verified By: Rc 17-0406.06 i Created by Inc Evaluation Re FLI3265 R3 / Frame,pdf FL13265_R3 / I Created by Inc fillacki Next Contact U :: 26 ir stone- Road. Tallahassee FL 32399 Q I The State of Florida is an AA/EEO employer. r'navrioht 2007-2013 State of Florida.:: livacv Sta1 Under Florida taw, email addresses are public records. If you do not want your e-mail address relea: electronic mail to this entity. Instead, contact the office by phone or by traditional mad. If you have al Section 455.275(1), Florida Statutes, effective October 1, 20L2, licensees licensed under Chapter 455 they have one. The emails provided may be used for official communication with the Ecensee. Howev, supply a personal address, please provide the Department with an email address which can be made av Chapter 455, F.S., please click here . Product Approval Accepts: W-7 ISM Credit Safe St' - itVM ETR[CSC 3 of 3 2/27/2018 1:27 PM Florida Product Approval HardieSoffit® (Panel For use inside HVHZ: o HardleSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardieSoffit product installation instructions on the follow pages for all other Installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2684-17. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. JamesMardie a CilesOfflt -_, Panels EFFECTIVE SEPTEMBER 2013 f;SItiLIAlIi7iV Rkt)iJIRF:\'FfdfS - PRIMrFt? F CCI.(1RPI ;:S" ''Rui:UCl:i Visit:t::: I:% for the most Iaccent veIsm. IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING COOES, AND VOID THE PRODUCT ONLY 1,VARRAPITY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARD)EZONE INSTRUCTIONS. INSTALLATION OF HZ1 OT7A PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRAPM.. TO DETERMINE WHICH HAROIEZONE APPLIES STORAGE & HANDLING: Stare flat and keep dry and m Wed prior Ol OOM 1. Posrion eu!onq station so that vAnd %A Um"agn (,am r to iflstagal:an. fnsta!Eng ssdrrtg we10 and coos at warla!!J at - saturated may result in shtiPocage at Batt 2. Use one of 9ta Id n7tgmelht &. lo: nts. Carry product an edge. Protect a Bar i Scare and snap edges and carriers from breakage. James a 9=z 0=11 Gle=of P Lael o. &.? t9: 1 oust coda orvl orajim saly eafted wAh a HardieLS0alresponsibletardamagescarbladeandMcaused try improper storage and handling aHalfeEldil=1I 4fiordi.0ud redrerrg erafar svry vsli a tlat6 d2 Barr I Dusttaueof the orciduct. tar;r use for Imv to m'odarax aAWO t.% WGFtS 1. Cut ority uslnq scare and snap, or shears imanticl. etectnc at pneumonl. 2. Palon ru drul stauan an well-veratbled area rIEVER use a power =v indoos NEVER trA a amular saw blade dd dam not amythe Hardaade ;e v loos da;emark HEM dry sseeli - Use ref suppler«an zr HEPA Vaarun T IxtlMtrpFa mxmram protection (besa reW r" dug produ0111K JAM 1Lvde recorrrnmds a nisumil - Y•lerl eur n!emods ve!rra teetMM- 3OL.Vi reso=. an be used,n Mbrpmlt M'Althiiin a c&. g Pf3Cd S to harm tedaim drew errme& Adaaoal ep wo rlam!a on a wai&e al wrwjarnezl " aY!1 to hdn you damnim the mod approna e a2frmrrrramlerrL: d env:errr ] emus 7 oLt apoaaae bets ar sari do riot co! r'Lr1 vAh tie aWie prarxces.9au should 6A gs aanaA a rnJaaPRd rrkiristrtd Its or canted Janus Itsrde la fuRa, Wamp om. GENERAL REQUIREMENTS: HardleSoffit' 0 parcelsmaybeinstalledovereithersteel or wood framing Complying with the local build:mg code. See general fastener requirements. Install s:ffits to nominal 2 x 4 framing members spaced a maTdmum of 24 inches on center (lig.4), All edges must be supported by framing. (figs. 3 & 4) install water barriers and air barriers as requxed by local budding codes. James Hardie vrg assume no re ponsilplity for moisture infiltration. Ensure gutters have end caps. Maintain a minimum I" gap between end caps and siding & Ulm (fig.51• Install kickout flashing at roof -wall junctions. (fig 6.) Figure t 00 NOT use stain, dl/alkyd base Faint, or pC ader coat ig on ,tames Hardie' Products. . INSTALLATION: ` r HairdieSofht panels must be fastened to a solid, nadable substrate such as a ';.nod 2x subtascia. Additional framing may be needed to ensure Groper fastening. Soffits can be installed as shaven in figure 1. Position the vent holes toward the outside of the eava for optimal airilow. 12' to 24" vide Vented HardisSofftt panels, provide 5.0 square inches of net free ventilation per vrry g mew=of lineal foot. + I Alternahvaly, vents can be installed into non -vented soffit. ta., iard^s ri ` if necessary. an insect screen can be installed using construction adhesive. s a ma `,• 'aw"i Note. net free ventilation tvill be reduced. IIII Fastener Requirements Positron fasteners 3/ 6" from panel edges and no closer than 2" ashy from corners when using soffit greater than 12" wide (fig. 4) and no closer than 1" away from corners when using soffit that is less than or equal to 12" twde (fig. 3). Figure 4 Jointing Methods install panels in moderate contact at ends. provide PVC or metal jointers, battens of leave Greater than appropriate gap and caulk (fig 2). Figure 2 Figure 3 12" Wide Soffit esmaa hala•g less than or equal to 12" Wide Soffit r rt•]erSNCJ WIiCG tIc aWri trrmc -el; 31a- h_rn Mg.) c' Mt9 frturaeg , Wvrn7 It e3 a• For add-tioral information an HardieWmpTm Weather Barrier. consult James Hardie at 1-866.4Hard;e of ttnnv.hard!ewrap.ccni WARNING: AVOID 13REATHING SILICA DUST rr midis• a: x cu Ca+'tarl tespeb:e utr!Ele•" si=. rartlt la kn., In It? sire c Ca,+orr.3 :o La::7 MP, a^d's ctr+de'M Lry tA4 ar d f1GSH to ra a rate 1:an !t;.T, sere a::.t*o= d cMms e!Mla• q et:PS7a-8 1R..Na C rlSpRatid. &S,3 dreg rag JIa CL'JS! a (132 :rig ,el paxn!•_:ry Illij ha-, GSe3re e39ed •,•s:a;.; and has Com I'itfa rr h r-het atria!- :tire !u:S3s argLl Lv.r o,. g ^l, Ph:ti3:e IIt:.+I f :'k4. Out:m .Aj,A fin :1Cirdla:] (1) tt9k in .LIJGrf & OS NUI atco:9 wdw Ln: 0 add Lt{4 ttlre'4 $! S'Of cvwfg U. 0:t"! "Ll !!J. Ua usd 3 F1.ud'rel3le ba%v W:'1: yr! q; .te- dLmq cted1 J saro a to r.m in aKPA vaunt t3t xa'rr dtLyc.n 1rro ¢rR»:l am isle] t31 o.:J 1 pr.ptflyr.n^d rat1,& -_eW: • :J 16s! ask ar MMU3•u t9 3 1`141) o axctS;m2 Get'• aff!aN: g]s rnrtrt re.ws.-its ar.] tra s&i:tuer ia,t!xr.3 to rdmw Lna re,pablt s.:a ei r as a '.r'I d!AP.•uda u;^ F1 PA vac urs or :r I dean p?t'JL> • re -.at dry sweep Fat r N v mJmatvn AM to :L9 ts llndn mdrLaiarLs tiro Mr.C,al SuetyOata b"ea: a axule ar vA•nv.lrt"lrox.axn m tY uRrg t-eo0•rAtrd!GE 1' •ecast2-t3A1• rA!_liR[0 a^MFFI: r0 Q'Jt :VAPu : 'd5. A.a LNSTAL!ATIoN 08TRJC111018 MAY LFAO to SEFICA'S FrCRW!JAL l! tr4y Oa OEAr . cc t rrn.ov /i isn't Maintain a minimum 1" gap between gutter end caps and suing & trim. Figure 5 gutter and end cop FASTENER REQUIREMENTS For wood frame construction a minimum 4d commstt nails spaced 8" o.c. at panel edges and intermediate framing members spaced up to 24" an center are suitable in most locations'. For conventional 20ga steel frame construction a minimum No. 8.18 x 0.323" HO x 1" lzng ribbed bugle screws spaced 6" o.c. at panel edges and intermediate framing members spaced up to 24" on enter are suitable in most locations"'. Minimum Basic Wind Speed differs by locality. Wnere specified levels et wind resistance are required, refer to applicable Building Cote Compliance Reports. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened vath a pneumatic tool. Pneumatic fastening is highly recommended Set au pressure so that the fastener is dmren snug vdth the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This wall help control the depth the nail is driven. It setting the nail depth proves difficult, choose a setting that under dnves the nail. rune under driven nails snug with a sirooth laced hammer - Does not apply fir installation to steel f(aming). KICKOUT FLASHING Because of the volume of water that can pour doom a sloped roof. one of the most critical flashing details occurs where a roof Via•' -'^_ intersects a sidewall. The roof must be flashed with step flashing. Where the root lemtinates. Install a lockout to deflect tvater away a Mea from the siding. It is best to install a self -adhering membrane on the 4111A!• %roll before the subfascia and trim boards are nailed in place, and 10Ca" then come back to Install the kickout. ao•a=. Figure 8, Kidtout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a'Wckout" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4" vdde." James Harde recommends the kickout be angled between t 00' • I 160 to maximize water deflection GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exh:bit premature carrosiott. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Sta-mlen steel fasteners are recommended risen installing James Hardie' products near the ocean, large bodies of %rater, or in very humid climates.. Consult applicable product evaluates or listing for correct fasteners type and placement to achieve specified design vend loads. NOTE- Published vied loads may not be applicabe to all areas where Lccat Building Codes have specific jurisdiction. Consult James Hard e Technical Services it you are unsure of applicable compliaitco docurrentar.on. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (ito air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk fill hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank tr. h a hatrimer (For steel training, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush tj Countersink, p 51 Fill & Add Nail gyp% do not under oo Noy Figure A Figure e drive nails STAPLE SF 1203-t'213 6/13 4 CUT EDGE TREATMENT PAINTING Caulk paint or prime a7 field cut edges. James Harcte lauch o kts are regtored to touch-up Cloth Pod m 100 NOT use stain, oil/alkyd base paint, or powder coating an James Hardie" Products. James Hardie products must CAULKING be painted vrithln 180 days far primed product and 90 days For best results use an Elastameric Joint Sealant comphpng vath ASTM C920 Grade NS, Class 25 or for unprimed.100% acrytic topcoats are recommended. higher or a latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in Do not paint when wet. For application rates refer to paint accordance with the caulldng/sealant manufacturer's written instructions, Note: OSI Quad as well manufacturers specifications. Back-rollmy Is recommended as some other caulking manutactuers 00 NOT allow tooling. it the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soli cloth or soft brush to gently wipe off any residue or construction dust felt an the product, then rinse Wth a garden hose. Touch up nicks, scrapes and nail heads using the CotorPlus° Technology touch-up applicator. Touch-up should be used sparingly. If large areas re(iumire touch-up, replace the damaged area with new HardieSoffit• panel with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate rum -factory cut edges into trim where pcss:ble, and caulk Color matched cautics are available from your CaWlus dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge waters, available from your ColorPlus' product dealer. Nate: James Hardie does not warrant ftle usage of thud party touch-up or paints used as lou:h-up an James Hardie ColorPlus products. Problems with appearance or performance arising from use of third parry touch-up paints of paints used as touch-up that are not Jaynes Hardie touch-up. vl:N not be covered under the James Hardie ColorPlus Limited Finish warranty. PAINTING JAMES HARDIE` PRODUCTS WITH COLORPLUS„ TECHNOLOGY when repainting Co:erPlus products. James Hardie recommends the follavring regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, d:rt, or mildew Repriming is normally not necessary i On auylic topcoats are recommended 00 NOT use stain, o:Valkyd base paint, or powder coating on James Hardie Products Apply finish coat in accordance Will paint manufacturers written instructions regarding coverage, application methods, and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section F Ca1;taTIGi1 IGrecSd61 Paid cant' .; xrA ASTf.1 Cl t Ee m A t 0, Oatd: Ulf G,ea Cdeg1 5dr h tra 1eg1 olio n. 11M ?::3:,ar a:.m:i t air rAa rc m .ia.1 eI- &. &p r 31 . ICw•?n7t,jl a•{:Gr:) Gt-0: Ctltl:9r1 Ided,17 aro tdt 5 lfj , a,:l I'r. 2i.rli^, 1121- tinwan tt:•1'.l:r,:ah C a1e'9'R lhr el:: taV,fF,LTP?/ L':K1°kl335 tLtl9 R . d,dMJ 51fJ.4• prat la M_Itr1 ct k C1H.! 3M,.i rc^9RMf fat epr:GJ :n 1 pd o3aa ] 5!> d Fi>t.Ca F Odu:. A41Ju. l rl l r E l aJ Cat. y Han U °a:A f l 1 1 u3" U2, U S. CeC= d F4JU A!21rw iv).S I c3 rtxan U Pat nil cr YCUC g P, j: CA Er$vS3nEC•23.CIY:d1,tviYuk EA223•UJI-M.andCdi!drnUSA PAMV1Ite, dMal:Mq'OMW;5:G:toilitJW_J4 1!"'C":'MCCr:.:'rs:Rile- •tW oC1 Woh+ylu OeWcaCO=:Lni 070113 ur-f-, WithiiLd; r•1Frc9::.crMArnim!r?•n . Additional Installation Information, 12'JamesHardie 11,1, SM rm a d"-1 va^_emy,3a 1a41e1a lift' au tlWarranties, and Wam`.ngs are avallaC{e at d 1•:1rx erode TWrd&n ttm," lyly,r.jameshardie.com SF1203- P313 6/13 SILVER LINE WINDOWS AND DOORS SERIES 2723, 2724, 2728 GENERAL NOTES: STRUCTURAL BEAM MULLION (IMPACT) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT BUILDING CODE (fBC), EXCLUDING HVH2 AND HAS BEEN EVALUATED W 1 irl. W2 A B _ L A _ 8ACCORDINGGTOi0THETHEFOLLOWING. TAS 202.94 ASTM E330 4 4 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED( SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 4 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVH2 AREAS IN HVH2 AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DARE PERA S. MULLION & CLIP MATERIAL ALUMINUM 6005-TS & 6063-T6 (AS NOTED) 6 MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL 7. SEE SHEETS S-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES S. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. TABLE Of CONTENTS SHEET REVISION SHEET DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 MULLIONS CROSS SECTIONS 3 ANCHOR CLIP CONFIGURATIONS 4 VERTICAL SECTIONS S ANCHOR LOAD TABLES FOR 2723 ONE-WAY MULLION 6 ANCHOR LOAD TABLES FOR 2723 TWO-WAY MULLION 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION 9 ANCHOR LOAD TABLES FOR 2729 ONE-WAY MULLION l0 ANCHOR LOAD TABLES FOR 2728 TWO-WAY MULLION 1 W2 Wl L W1 I'W2 TYPICAL ELEVATIONS INSTRUCTIONS. 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS' ASSEMBLIES CONSISTING OF STACKED OR SIDE•9Y-SIOE UNITS REQUIRE USE OF ONE-WAY MULLIONS. ASSEMBLIES CONSISTING Of MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10. S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3 & 4. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. siniIvLine ffl, ON( NLVERUNL DAM NONIII INYNs cL. NI o"N o W tEN •• O N Z a 9 6¢4 R33A O O KA L SNWQ L sa1; Nmd NilNil 7 E to a mm4[C+ H , F 2 W K N u f p 6 REMARKS BY DATE 6TH FBC EDITION AG 10/11 P.E F •. SSFONE L O_lt 11% NEm Y. " mq vx HOm• •J. r ISM a L ow°O nl aoftom sar0.uo(nij mm cat d .uscaura 1 " mm FL JI: FL6067 DATE: 10 _ nf; _ 17 SCALE. NTS owG.a. SWD014 I OF 10 SERIES 2723 TUBE MULLION 1.001, SERIES 2724 TUBE MULLION NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. SERIES 2728 TUBE MULLION Silver Line tinrd'e8en oNt NtvEOI Wf ORM NO.IN..NNWnOL N10.90t O n J 2 e a¢na tiNjc Nm0 Ou c t l W Cm N tr s a n 16TH F8C EDITION I AG 110117 1 Z O 7 p0'•. p..• 10NI Mur. WW"A OL n=W•'Oo0O`ri ie 0 .I..idaa 111=13 m OR Oat. Of WIIOWAIYI 1.. MN FL R• FL6067 DATE- '1 n nr,1 7 SCALE' OWG. /: SHEET 1 2 OF 10 0 N 5.50" MULLION ANCHOR BRACKET 2722 ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 0 N 7.68" MULLION ANCHOR BRACKET 50-2722 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING Silver Line bArtdi al ON SAAft" awt NOOIN OWNSWO. W 011W rN 4AW )M AM o z9 z a t^,tj aQ-I;IE v Y7litNWQzsipC!! E i G a W 0 m W <EEWN < n t t- a. 16TN f6C EDITION I AG 110117 1 N.uon wantNmNNNta Awa..c oAon N. YNYtNNa.mrtmNt,..cw NtNq aotwA YANNGf 1aIMNiWNM W Nat MYNINa W g O 7 fl TT fC 49. SS ON' ' Noun r. tnau s PAIVA rc tr »rn aNOW - of as LOWA irAO'a3H"O OW CRT. ar Au1NONAM N =70 FI. 4: FL6067 DATE. 10.06.17 scA1E: NTS owG. a: cwnm A 3 Of 10 EXTERIOR VERTICAL MULLION SUBSTRATE BY V'020,00/00=00, MIN. EDGE DISTANCE A ANCHOR DETAIL 5 MULLION ANCHOR BRACKET 2722 ANCHOR SCHEDULE SCREW EMBEDME EDGE SUBSTRATE INSTALLATION QTY PER ANCHOR TYPE NT DISTANCE TYPE LOCATION IN.) IN.) WOOD ANCHOR 8 14 WOOD ANCHOR 1.5 0.75 BRACKET 2722 CONCRETE/ ANCHOR BRACKET 4 0 ITW TAPCON 1.0 2.50 MASONRY s0-2722 ALUM ANCHOR 8 SELF -DRILLING SMS 3 THREADS 0.50 MULLION BRACKET 2722 NOTE NOTE HEAD, SILL AND IAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL SIMILAR DETAILS MULLION & CLIP ASSEMBLIES. SEE SHEETS S-10 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES. SUBSTRATE BY EXTERIOR VERTICAL MULLION MIN. EDGE DISTANCE g ANCHOR DETAIL 5 MULLION ANCHOR BRACKET SO-2722 HORIZONTAL MIN EMBED TRANSOM 1/4• MAX. MULLION II II VERTICAL i 4------ i MULLION I I I I MULLION ANCHOR i BRACKET 2722 11 II C VERTICAL SECTION 5 ALUMINUM MULLION SIDE VIEW -VERTICAL Silver Line bArEdL+ ONE MVEWHE DWI N0111N OINMWK4 N10990) M N0)YAM O id ry Ca ry' ti O¢ R 7 o z o:K i ry ii N' c do W m N F N p t K REMARKS BY DATE 67H FBC EDITION AG l0/1] ES IF 7• ON1 ?%`,`` nAUM P. N. )07E9 @ULM" OrOrl .e a t ow. Tool as = oN.. st EE ))m: mc cm. Or . fnlw ufm " =78 FL K: FL6067 DATE- 10.06.17 DWG. BY: CHK BY• AG HFN SCALE: NTS DWG.11• SWD014 SHEET 4 OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull W - Tnbutary Width (In) Length (in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 122.0 34.0 38.0 38.0 40.0 42.0 1 44.0 46.0 46.0 50.0 52.0 24.0 100.0 1100.01 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.011000 1000 100.0 1000 100.0 26.0 100.01 100.01 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100 0 100.0 1000 100.0 1000 100.0 1000 100.0 28.0 100.0 10001 100.0 100.0 100.0 100.0 100 0 1100.0. 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 30.0 100.0 1000 100.0 100.0 100.0 1000 10001100.0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 32.0 100.0 1000 100.0 1000 100.0 1000 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 34.0 1000 100.0 1000 1000 1000 1000 10001100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 36.0 1000 100.0 100.0 1 10001 1000 1000 100.0 1100.0 100.0 1100.0 1100.0 100.0 100.0 100.0 1100.0 1000 1000. 100.0 38.0 1000 100.0 100.0 1100011000 1000 100.011000 10001100.0 1000 1000 1000 100.0 loo.01 100.0 100.011000 40.0 100.0 100.0 100.0 1100.01 1000 000 100.0 1100.0 100.0 1100.0 100.0 100.0 100.0 100.0 1100.0 1100 0 1000 1000 42.0 100.0 100.0 100.0 1100.01 1000 100.0 100.0 1100.0 100.0 1100.0 100.0 100.0 100.0 100 0 100.0 1000 1000 100.0 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10001100.0 1000 1000 100 0 100.0 100.0 100.0 100.0 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 10001 1000 1000 100.0 48.0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 100.0 100 0 100.0 1 DO 0 100.0 100.0 100.0 100.0 50.0 100 0 100.0 100.0 1000 100.0 100.0 100.011000 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 52.0 1000 1000 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 54.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 56.0 100.0 1000 1000 100.0 1000 100.0 1000 1000 1000 100.0 100.0 100 O 100.0 100.0 100.0 100.0 99.6 990 58.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 100.0 1000 993 975 95.9 94.6 93.6 92.8 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 991 96.5 942 923 907 89.3 88.2 87.3 62.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 877 860 84.6 834 82.5 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 966 93.2 90.3 877 855 83.5 81.8 80.4 79.2 78.1 88.0 t00.O 100.0 100.0 100.0 100.0 100.0 100.0 98.5 92.7 89.3 86 4 83 9 81.7 79.7 78.0 76.6 75.3 742 0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 858 82.9 804 78.2 76.3 74.6 73.1 71.8 70.7 70.0 100.0 1000 1000 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79 4 76.8 74 2 72 1 70 2 68.5 67.0 65.7 64.5 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.8 73.9 71 5 69.3 675 65.8 64.3 63.0 61.8 TABLE NOTES: SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: WOOD: N12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE S) INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver line MAndL•nen ONE SlVE011NE OEM No01N aftm K.NIOE90} 009 21 lMULLIONN u d¢ A a I. { m E MULLION 4 N mO o F E J sQ c doM i t= 01 s ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 6TN FBC EDITION AG 10/17 rrwti ro F. 0 QUALIFIED ANCHOR CLIPS 7 :° T D 0, [ P kii GS,ON 0" NODO r. NWL 6 •C nao. P.S.w 7]Inl oLn=M owvs..o y' oME MULLION ANCHOR BRACKET 2722 IL`sw rR fir. or NJINOR}AOOV r 105711 FL /: F L6067NUM FOR WOOD SCREW OR MULLIONONTO MULLION ANCHORING DATE: 10.06.17 DWG. BY. CHIC. By, o "'""'0pn AG HFN SCALE: NTSons• owG. SWD014 SHEET ow MULLION ANCHOR BRACKET 50-2722 OF 10 2723 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width (In) Length (In) 18.0 20.0 22.0 24.0 26.0 1 28.0 30.0 132.0 34.0 36.0 38.0 40.0 42.0 1 44.0 46.0 0.0 50.0 52.0 24.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 1100 0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 26.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100 0 100.0 100 0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100 0 100.0 100.0 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 100.0 100.0 100 0 100.0 99.0 22.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 34.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 100.0 987 94 6 90.8 87.3 36.0 100.0 100.0 100.0 100.0 100.0 000 100.0 1000 100.0 100.0 1000 100.0 100.0 97.5 93.2 89.3 85.8 82.5 38.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 1000 967 923 883 84 6 81 2 78.1 40.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 877 839 80.4 77 2 74.2 42.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 96.7 919 87.5 835 79.9 76 6 73.5 70.7 44.0 100 0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 97.5 92.3 87.7 83.5 797 76.3 73.1 70.2 67.5 46.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 883 839 799 763 730 69.9 67.1 64.5 48.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 804 76.6 731 699 67.0 64.3 61.8 50.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 965 908 85.8 812 77.2 73.5 702 67.1 64.3 61.7 59.4 62.0 100.0 100.0 100.0 100.0 100.0 1000 990 928 87.3 82.5 78.1 74.2 70.7 675 64.5 61 8 59.4 57.1 54.0 1000 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 752 71 5 88.1 650 82.1 59 6 57.2 550 56.0 100.0 100011000 1000 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55 1 53.0 58.0 100 0 100.0 100.0 100.0 100 0 95 1 88 7 83.2 78 3 73.9 70 0 66 5 63.4 60 5 57 9 55.4 53.2 51 2 60.0 100 0 100.0 100.0 100.0 99 0 91.9 85 8 80.4 75.7 71 5 67 7 64 3 61.3 58 5 55 9 53.6 51.5 49 5 62.0 100 0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62 2 59.3 56 6 54.1 51.9 49 8 47.9 64.0 100.0 100.0 100.0 100 0 92 8 86.1 80 4 75.4 70.9 67.0 63 5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 68.0 100 0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 532 50.8 48.7 468 450 68.0 100 0 100.0 100.0 94.6 87.3 81.1 75.7 709 66.8 63.1 59.7 568 54.1 516 49.4 473 45.4 43.7 70.0 100 0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 580 551 52.5 501 479 45.9 441 424 72.0 100 0 1000 97.5 893 82.5 76.6 71.5 67.0 63.1 69.6 56.4 53.6 51.0 48.7 46.6 44.7 429 41.2 74.0 1000 100.0 94.8 86.9 802 745 69.5 65.2 1 61.4 1 57.9 1 549 52.2 49.7 47.4 45.3 43.5 41 7 401 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS S FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE S) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=O.SS. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.04S" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-TS. Silver Line NiArldirseri ON mV[wwc opm NONIN often O [Mann a70 i9 tNO Nj m o n l v 0 92- MULLION N Q Q y99 t 7i O ! r- Nma Z a FQi MULLION w W <alWI W N 6 1 Er a w7 REMARKS EJOATE6THF8CARKEDITION10/17 TWO- WAY MULLION DIAGRAMS wor,+ u.ol TRIBUTARY WIDTH • WL w2 z11%% I'- S F. 0- 11.. F i QUALIFIED ANCHOR CLIPS 7 T SO S ON AL vt1 1111. 0 NtAO F. ROOM 04 MULLION ANCHOR BRACKET 2722 PAMM Pt No 71m cou..° w IRCR In@LMJ aM Im Don. or .unavaam N. sum FL 4: ALUMINUM (6063-T6) T FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 ni I DATE: 10.06.17 OWGAG. CHK By, o i ,.70,,2,0, FN SCALE: NTS oL7s• OWG. N: SWD014 T-- I 100, SHEET MULLION ANCHOR BRACKET SO-2722 2723 ALUMINUM (6063-T6) Of 10 0FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull W - Tributary Wdth (In) Length (in) 18.0 20.0 220 24.0 26.0 28.0 30.0 320 34.0 38.0 28.0 40.0 42.0 44.0 40.0 48.0 50.0 S2.0 24.0 100.01 100.01 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 1 1000 10001 100.0 100.0 100.0 26.0 100.01 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 100.0 100.0 1000, 28.0 100.01 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 100.0 100.0 1000 30.0 100.01 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 1000 100.01 100.0 100.0 100.0 32.0 100.01 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 100.0 34.0 100.01 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 1000 36.0 100.01 100.0 100.01 1000 1 10001 100 0 100.0 100.0 100.01 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 1000 28.0 100.01 1000 10001100.0 1100.0 100.0 1100.0 1100.01 100.01 1000 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 40.0 100.01 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 100.0 100.0 1000 1000 42.0 100.0 100.01 100.0 1000 1000 100 0 1100.0 1100.0 1 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 1000 44.0 100.0 100.01 100.0 100.0 100.0 10001100.0 100.01 100.0 1100 0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 46.0 100.0 100.01 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 48.0 100.0 10001 100.0 100.0 100.0 1000 100.0 1000 100.0 1100.0 1100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 50.0 1000 10001 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 S2.0 1000 100 0 100.0 100.0 100.0 1000 100.0 100 0 100.0 100 0 100 0 100.0 100 0 100 0 100.0 100 0 100.0 100.0 54.0 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 1000 1000 56.0 100.0 1000 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 99.6 99.0 58.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 99.3 97.5 95.9 94.6 93.6 92.8 60.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 942 923 90.7 893 88.2 87.3 2.0 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 846 83.4 825 64.0 100.0 1000 100.0 100.0 100. 0V95.1 100.0 100.0 96.6 93.2 90.3 87.7 855 83.5 81.8 804 79.2 78.1 86.0 100.0 1000 1000 1000 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81 7 797 780 766 753 742 68.0 100.0 100.0 100.0 100 0 100 0 97.1 92.8 89.0 858 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 70.0 100.0 100 0 100.0 100.0 100.0 93 6 89 3 85.7 82 5 79.7 77.2 75 0 73.1 71.4 699 68.6 67.5 72.0 100.0 100.0 100.0 100.0 1000 90.3 861 82.5 79.4 74.2 72.1 70.2 68.5 67.0 65. 740 100.0 100.0 1000 100.0 97.3 87.2 83.2 79.7 76.2 73.0 70.2 67 7 65 5 63.5 61 8 60.2 589 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS S FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: M12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.04S" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silverye 1B* ON L HIVERINE OONE NORTH eaunswrcr. NI O19W H W 21 MULLION CIO MULLION 4n1 5 m W I II 1 WI j WI IE Wi { REMARKS BY DATE ONE-WAY MULLION DIAGRAMS 16THFBCEDITION AG 10f11 g F. O-''o, QUALIFIED ANCHOR CLIPS 7 crT O•..0 p; to F SON' L S Rao P. NOMA P L PAR PL . ESEIL YOO ORO L OR Lo,r.4a` et aU MULLION ANCHOR BRACKET 2722 ER CM. W MOoMAM - MM FL N: ALUMINUM (606346) t IDOD' r- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 DATE- 10.06.17 DWG. BY: CHK. BY: 01 2m,•2u3• -- 4- AG I HFN SCALE. NTS o:sa DWG a- SWD014 SHEET4 MULLION ANCHOR BRACKET SO-2722 Jf OF 10 2724 ALUMINUM (6063-T6) 0 FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width (in) Length (in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 100.0 1000 1000. 1000 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 26.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 30.0 100.0 1000 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 99.0 32.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 96.5 92.8 34.0 100.0 100 0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100 0 100 0 100 0 98 7 94 6 90.8 87.3 36.0 100.0 1 100 0 100.0 1000 1000 100.0 100 0 100.0 100.0 100.0 100 0 100.0 100.0 97.5 932 89.3 85.8 82.5 38.0 10001100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 1000 967 92.3 883 84.6 81.2 78.1 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 965 919 87.7 839 80.4 77.2 74.2 42.0 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 96.7 91.9 87.5 835 799 76.6 73 5 70.7 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 835 797 763 731 70.2 67.5 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 799 76.3 730 69.9 67.1 1 64.5 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 846 80.4 766 73.1 699 67.0 64.3 61.8 50.0 1000 100.0 1100.0 100.0 100.0 1 1000 1000 96.5 908 85.8 1 81.2 77.2 73.5 70.2 67.1 1 64.3 617 59.4 52.0 1000 100.0 1000 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 594 57.1 54.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 752 71.5 681 65.0 621 59.6 57.2 55.0 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 599 57.4 55 1 53.0 58.0 100.0 100.0 100.0 100.0 100.0 95 1 88.7 83.2 783 73.9 70.0 66.5 63.4 60.5 57.9 55.4 532 51.2 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 62.0 1000 100.0 100.0 100.0 95.8 88.9 83.0 77 8 732 69.2 655 622 59.3 56.6 54.1 51.9 49.8 47.9 64.0 100.0 100.0 100.0 100.0 92.8 86.1 80.4 7SA 70.9 67.0 63.5 60.3 57.4 S4.8 52.4 503 48.2 46.4 88.0 100.0 100.0 1000 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 532 50.8 48.7 46.8 45.0 68.0 100.0 100.0 120 0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 494 47.3 45.4 43.7 70.0 100.0 100.0 100 0 91.9 84.8 78.8 73.5 68 9 64.9 61.3 58 0 55.1 52.5 1 50.1 47.9 45.9 44.1 42.4 72.0 100.0 100.0 975 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56 4 53.6 51.0 48.7 466 44.7 429 41.2 74.0 100 0 100 0 94 8 86.9 80 2 74 5 69 5 65 2 61.4 57 9 54 9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: N12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line ArdgMn- ffl, ONE LSVEft iORM N09IH 4NNSWICS N10E9W o z5 1 v F_Fr- o: iQytt 1I MULLION o MULLION wt W ` m 1" W PE P W <al 1 v II REMARKS BY OATE IFwE - -4 6TH FBC EDITION AG 10/17 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH •- QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (6063-T6) 1 1000 - FOR WOOD SCREW OR MULLION TO MULLION ANCHORING of :mr•a• ' ' ' ' o:w• E MULLION ANCHOR BRACKET 50-2722 2724 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING la•o r. •amla •c nam• rs r rvn y L •W f/15 6 3Y 0 ITwOI w w01Ri001 w sf>. FL X: FL6067 WE: 10.06.13 SCALE. NTS OWG.a: CWnnld 0 OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull W - Tributary Width (in) Length (in) 18.0 20.0 22.0 24.0 1 28.0 1 28.0 20.0 32.0 34.0 38.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 100.0 1000 100.0 100.0 1100.0 1 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100 0 100.0 100.0 26.0 1000 100.0 100.0 100.0 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00.0 100 0 100 0 100.0 00.0 28.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30.0 1000 1000 100.0 100.01 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 34.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100011000 36.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 1000 1000 38.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 40.0 1000 100.0 1000 1000 100.0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 100.0 1000 1000 42.0 100.0 1000 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 1000 1000 44.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 100.0 100.0 100.0 1000 100.0 100.0 46.0 1000 100.0 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 1000 100.0 100 0 100.0 100.0 1000 100.0 10001 48.0 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 1000 100.0 100.0 50.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 00.0 52.0 100.0 100.0 100.0 100. 100.0 100.0 1000 1000 100.0 100.0 100.0 100. 0F78.2 1000 1000 10001 100.0 100.0 1000 54.01100011000 100.0 100.0 00 0 100.0 100.0 1000 100 0 100 0 100 0 100.0 00.0 00.0 100 0 100 0 100.0 58.01100011000 100.0 100.0 10001 100.0 100.0 1000 100 0 100.0 100 0 100 0 00.0 100.0 100 0 99 6 99.0 58.01100011000 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 1000 97.5 959 94.6 936 92.8 60.0 110001 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 991 96.5 92.3 90.7 89.3 882 87.3 82.0 100 0 00.0 100.0 00 0 100.0 100.0 100 0 100.0 00.0 97.5 94.5 9, .9 87.7 86 0 84.6 83.4 82.5 84.0 00 0 1000 100 0 100 0 100 0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 835 81.8 80.4 792 781 do.0 100.0 100 0 1000 100.0 1000 100.0 100.0 96.5 92.7 89.3 86.4 83.9 797 780 76.6 75.3 74.2 88.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 804 76.3 746 73 1 71 8 70.7 70.0 100.0 100.0 100.0 too.0 100.0 98.4 93.6 893 85.7 82.5 79.7 77.2 73.1 714 69.9 68 6 675 72.0 100.0 100 0 100 0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 766 74.2 72.1 702 685 67.0 65.7 64.5 100.0 100 0 100.0 97.3 91.9 87.2 832 79.7 76.6 73.9 71.5 69.3 675 65.8 64 3 63.0 61.8 Silver line AndErse_n ONE W VEININE ORM NOIIM 41NN1WN. MI OE907 O z' € r^r> r C¢Aaa MULLION Q e tj e.imF Ci2sR# MULLION ^ J X p all Wl W r G II WE -" 7 r"- cc\al 1 FeQONE-WAY MULLION DIAGRAMS REMARKS BY 6TH fBC EDITION AG 10/1 10/17MULLION1. SEE SHEET 1 R INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS QUALIFIED ANCHOR CUPS 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: 812 WOOD SCREWS CMU: 3/ 16" ITW TAPCONS CONCRETE: 3/ 16" ITW TAPCONS METAL: 12- 14 SELF -DRILLING SCREWS (GRADE 5) MULLION ANCHOR BRACKET 2722 6. INSTALLATION SUBSTRATES: ALUMINUM (606346) WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF TSO' 4OW o Eao• 2.1/ 2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.-- CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. 01n METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ,mo - MULLION ANCHOR BRACKET 50-2722 ALUMINUM 6063-TS. 2728 ALUMINUM ( 606346) FOR CONCRETE ANCHORING 0 Z 7 O O tc''....... 0' G 2 Xapr. IIOMO OIL MAIL&ALOW ONWLro sr tow.°. a 1w smM9 0 O WrAIMAIM r =IS FL a: FL6067 DATE- 10. 06.17 SCALE: NTS oWG. a. ewr)nl A Q0) OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width (In) Length (in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 38.0 38.0 40.0 42.0 1 44.0 46.0 1 48.0 1 50.0 52.0 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 1000 100.0 100.0 1 1000 10001 10001 1000 100.0 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.0 1 1000 10001 10001 1000 100.0 28.0 100.0 100.0 1000 1000 100.0 100.0 1000 1000 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 30.0 100.0 100.0 1000 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 990 32.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 96.5 92.8 34.0 1 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 100.0 100.0 98.7 94.6 90.8 87.3 36.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 975 93.2 89.3 85.8 I 82.5 38.0 1 100.0 11000 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 1000 967 92.3 88.3 84.6 81.2 78.1 40.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 965 919 877 839 80.4 77.2 74.2 42.0 1 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 1100.01100 0 96.7 1 91.9 87 5 83 5 799 76.6 73.5 70.7 44.0 100.0 100 0 100 0 100.0 1000 100.0 100 0 100 0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73 1 70 2 67.5 48.0 1 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 1000 987 1 932 883 1 83.9 799 763 1 730 69.9 671 64.5 48.0 1 1000 10001100.0 100.0 100.0 100.0 100 0 100.0 946 89.3 846 1 80.4 76.6 73.1 69.9 67.0 64.3 61.8 50.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 702 671 643 61.7 59.4 52.0 100.0 100.0 1100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67 5 64.5 618 594 57.1 54.0 100.0 10001100.0 100.0 1000 1000 953 89.3 841 79.4 75.2 71.5 68.1 65.0 62.1 596 572 55 0 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 51.4 551 53.0 58.0 100.0 100.0 100.0 100.0 100.0 95.1 887 83.2 783 73.9 700 66 5 63.4 60.5 57.9 55.4 53.2 51.2 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 715 67.7 64.3 1 61.3 58.6 55.9 53.6 51.5 49.5 62.0 100.0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 655 62.2 59.3 56.6 54.1 51.9 49.8 47.9 0 100.0 100.0 100.0 100.0 92.8 86.1 804 75.4 70.9 67.0 635 603 57.4 54.8 52.4 50.3 48.2 46.4 66.0 100.0 1000 100.0 97.5 90.0 83.5 780 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 487 468 45.0 68.0 1000 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63 1 59.7 56.8 54.1 51.6 49.4 473 4SA 43.7 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 525 50.1 47.9 45.9 441 42.4 72.0 1000 100.0 97.5 1 893 1 82.5 1 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 487 466 447 42.9 41.2 74.0 1000 110001 94 8 869 80.2 74.5 69.5 65.2 61.4 579 54.9 52.2 49.7 474 45.3 435 41.7 40.1 TWO-WAYMULLION MULLION va MULLION TRIBUTARY WIDTH • Mapa TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. QUALIFIED ANCHOR CLIPS 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) MULLION ANCHOR BRACKET 2722 6. INSTALLATION SUBSTRATES: ALUMINUM (6063-T6) WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF F32SIr°. 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. ° Eaw CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2".-®- CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK Emr - MULLION ANCHOR BRACKET 50.2722ALUMINUM6063-T5. 2728 ALUMINUM (606346) FOR CONCRETE ANCHORING Silver Line tiAndMffi ON[B'IE NORIN RRUN%wKk NI GR9w NO 2S l eEa N S ? m a N W N f a 6 91116 C 69 EGW aw I336 0- f30L n 3>00( 91• fit. w W 11 3m1 w 9tl1• FL •. FL6067 DATE- 10.06.17 owGAG CHKHFN SCALE. NTS DWG..: SWD014 SHEET 10 OF 10 SILVER LINE WINDOWS AND DOORS V1 SERI ES170 SERIES PICTURE & FIXED SPECIALTY WINDOWS (294012950) GENERALNOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDRION FLORIDA BUILDING CODE (FBC), EXCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA lOL/I.S.Z/A440.11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SMALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. If SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-MVMZ AREAS IN HVH2 AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-OADE RER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCTIN AREAS REQUIRING IMPACE. S. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. TABLE OF CONTENTS SKEET REVISION SHEET DESCRIPTION 1 GENERAL NOTES& GLAZING DETAILS 2 ELEVATIONS & ANCHOR LAYOUTS 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE DESIGN PRESSURE TABLE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 72.0' X 74 0• SINGLE PICTURE SO/-SO PSF NON -IMPACT 96.0• X 54.0" SINGLE PICTURE 50/-SO PSF NOWIMPACT 72.0' X 82 0' SINGLE PICTURE 50/-50 PSF NOWIMPACT 76 Cr X 62.0• TWIN PICTURE 50/-50 PSF NOWIMPACT 95 0' X 48 0' TWIN PICTURE 50/-SO PSF NOWIMPACT 9S.S' X 74 0• TWIN PICTURE 3S/-35 PSF NON4MPACT 85.5• X 84.0' TWIN PICTURE 30/-30 PSF NON -IMPACT 95.5" X 84 0" TWIN PICTURE 20/•20 PSF NON -IMPACT 107.75" X 74.0" TRIPLE PICTURE 40/40 PSF NON -IMPACT 107 75" X 48.0" TRIPLE PICTURE So/ -SO PSF NON -IMPACT Silver Line 4ArmWi n ED' ONE um( RIME orm NORIH RRUMWK4, NI0M1 N em M 2,. z =s 3 all czra REMARKS BY DATE 6TH FBC EDITION I FM I 101V M0_W NOIRNI, P E 43J44• O. A. INsuurEo cuss T 4u O P'•' n •'• t EXTERIOR INTERIOR G NA L' T14R0. #A " 72I14 RILLIRI 01cm EC L4L Or nIL / sr In -MIN. GUMS ERR Col. 411I1114AT.ROM W U578 FL I: V>F O FL14918 GLAZING DETAIL GATE: 09. 28.17 GLAZING NOTE: GLASS THICKNESS AND TYPE SHALL SCALE. NTS DWG R: SWD021 COMPLY WITHASTME•1300 GLASS SHEET: CHARTS REQUIREMENTI UNIT MAX HEIGHT 82 0" U N HE 5 UNIT MAX. WIDTH 72.0" ELEVATION ELEVATION AX. T Ax. r 6" FROM r— CORNER (TYP ) 15.5"MAX TYP.) L 6.0" FROM r CORNER (TYP.) 4" MAX. (TYP.) 15.0" MAX. TYP.) ANCHOR LAYOUT THROUGH FRAME 2 0" FROM CORNER (TYP.) 1 F.-- 4" MAX. (TYP.) 0. 2.0" FROM I I ICORNER (TYP.) ANCHOR LAYOUT NAIL FIN Silver Line aMdersm ONEB' NORIN BRUMWICK NI01901 NI• = K Z Ooa 5 C)atli} F12o p py BtQ N N rf h F M m a H 1 6 REMARKS 8Y DATE 6TH FBC EDITION FM 30/1' aM L Or&ut ILJW 3M Wt 001 01 .USMUT . " 1MM FL a: FL14918 DATE- 09.28.17 DWG. 8Y: CHK. BY. CL HFN SCALE. NTS DwG.a: SWD021 L a HE B CLLVAI IUN UNIT MAX. WIDTH 107.75• O.L.O MAX. A WIDTH 31.12" 3 UNIT MAX. HEIGHT 74 0' 0i ELEVATION AX. r C 01.0. MAX. 4 HEIGHT 69.0' 4" N L2" FROM CORNER n'P.) ANCHOR LAYOUT NAIL FIN L 4" MAX (TYP ( J 2.0" FROM CORNER (TYP.) I I A- vane ANCHOR LAYOUT NAIL FIN Silver Line IvArdeE—i9e1 13' ONE WVEALME OKIVE NONIH UUNSWKK. NI (4902 P. Ig )M.272 k 00 Z aad¢ARR5a C F12 Z C)y p s o JillennJ- p a N O m mNNdac s N N z . 6 a G 1 6TH FBC EDITION I FM 1 10/171 W Rw0/ 1 wlsfl lM mM1EM Oi YMY•G 0K W 1, IK Y.1/ Mt1pH1,t0YtOHE HGNLMwG, M OIHIE WtLpGE IOtH600NMM.W MOl NtMKtIlO W I s o.r- - I FL o: FL14918 GATE. 09.28.17 vela NITS owG.R SWD021 SHEET: 2.1 I ( W) (W'~i I-IWI--1 I`( W(~i T[-7 - T T IL I I (i I (- L J (- L I (W( I T f`IW)— l f`IW(--i L L L L I'(W(-1 r- w -1 H) n H' LL UNITS OF THE SHOWN SHAPES ARE ALLOWED PROVIDED CONSTRUCTION, GLAZING, & ANCHORAGE ARE PER DETAILS SHOWN HEREIN ALL SHAPED UNITS SHALL FIT WITHIN THE RECTANGULAR AREAS AS SHOWN. MAXIMUM W R 53 MAXIMUM H = 73' MAXIMUM OP - /• SS PSF W)t-1 T IHI r-(W)- 1 1 IHI T NOTE: WINDOW WIDTH (W( AND HEIGHT H( ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA. ANCHOR SPACING SHALL NOT EXCEED THOSE SHOWN FOR LONG OR SHORT LEG OF UNIT. Silver Line ONED*E NORIH BRUNIWKK. NI OHO) OH• Y A Ln1$ z8 will OCQ N tl N C N 0 m m Qa 6TH FBC EDITION I FM 1 10/17 1 7 1 C s a W. / 37 nR Mt W A nNOWAOON M NM FL 0: FL14918 DATE: 09.28.17 DWG. BY: CILK. BY: CL I HFN SCALE: NTS OWG.M: CWnf)71 2,2 LAZING IL SHEET 1 INTERIOR iLA21NG IL SHEET 1 A VERTICAL SECTION 3 Silver Line hvAnden8'E B3 ONE LEWENWR rHH[ NONEHrNINSWKknio ) PH 1=12M A1)E a i9 € a aONqqi d¢R EU' ##pL VING W l J m SHEET 1 c W aa REMARKS BY RATE 6TH FRC EDITION FM 10/V INTERIOR Hotiw Nm r rENmcEow wHatoEwE wnwuE. '.HVMaEyEnrrmm . 4ElMNr6 OpEON4HChGHIrG OIIOINIE W4KEE0 N{p%YrlM ur Mr rYN11E0w ULINGSHEET 1 %%% fGs F I EE0 1"' ram, • , PQ i _* _ 13 0, IONALnAMInADNonImoanareea o 8IL ar fit Cm. d .umom" N• Eaw FL M: FL14918 DATE: 09.28.17 DWG. BY. HKHFN SCALE: NTS DwG. a. cwnroi g VERTICAL SECTION 3 K r SEEGLAZING DETAIL SHEET 1 SEE GLAZING DETAIL SHEET 1 D.L.O. i 0 L rMAX. FRAME WIDTH A HORIZONTAL SECTION HORIZONTAL SECTION 4J FRAME JAMB INTEGRAL MULLION POST W / REINFORCEMENTS SEE GLAZING ma'r_sr MAX. FRAME WIDTH p HORIZONTAL SECTION 4 INTEGRAL MULLION POST SEE GLAZING DETAIL SHEET 1 C HORIZONTAL SECTION 4 FIN IAMB NOTE 1: HORIZONTAL SECTION IS ONLY FOR RATINGS: 107.7S' X 48.0% TRIPLE PICTURE WINDOW, DESIGN PRESSURE +SO/•SO 96.00' X 48.0', TWIN PICTURE WINDOW, DESIGN PRESSURE .50/•50 Silver Line bAndcrsF ONE MERLIN DONE NOIIIN MUNIIMCK.N10m) z Lnn a = EE SQ = QSRRS 0$ cS F51 O O aQ • F 1 6 REMARKS BY -ATE 6TH FBC EDITION I FM 10/1'' S F. 11 JO' i 7 "* cc z 0'• F '•........•' C'NNAL 0.. Ian YYIOFAM fC a L o nab s>. an an. OF WOIMNIIdI " mu FL N: FL14918 DATE: 09. 28.17 OWG. BY: I CHIC. BY I SCALE: NTS DWG. O: twnn7l 4 MIN. EMS. SUBSTRATE BY OTHERS MIN. EDGE DISTANCE MAX. SHIMSPACE EXTERIOR O INTERIOR A ANCHOR DETAIL 5 NAIL FIN (HEAD) NOTE. SILLANO JAMS HAVE SIMILAR DETAILS MIN. EDGE DISTANCE SUBSTRATE BY OTHER MIN. EMS. MAX. SHIM SPACE EXTERIOR INTERIOR g ANCHOR DETAIL 5 THROUGH FRAME (HEAD) ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT WOOD' MIN SG = 0 55 810 WOOD SCREW 1.5' 0.75' METAL: IS GAUGE 3 THREADS MIN Steel, MIN. Fy = 33KSI 10 TEK SCREW PENETRATION BEYOND 0.75' THROUGH FRAME METAL 3 1/4' ITW TAPCON 1.75" 2 5' MASONRY: CMU per 1/4' ITW TAPCON 1.75" 250ASTMCSOTc=2000PS1 WOOD: MIN. SG 0.55 e6 WOOD SCREW is, 0.7s, NAIL TIN METAL' 16 GAUGE Steel. MIN fy • 33KS1 03 TEK SCREW PENETRATION BEYOND 0 7S' NOTE. 1 LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4' ITW TAPCON ANCHOR 4• FROM CORNERS 16' MAX. O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. By OTHERS 1 1/4' MIN. EMBEDMENT •!. • ; ' •• 1 1/2' MIN. EDGE DISTANCE 2' MIN. EDGE DISTANCE •. •• CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL INSTALLATION NOTES' 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PROOUCF INSTALLATION OF THE MAXIMUM SIZE LISTED 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2INCH THE OEPICTEO LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1141NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIMIS) SHALL BE CONSTRUCTED OF HIGH OENSITY PLASTIC OR BETTER. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOOATEO HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. B. 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 BY THE ANCHOR MANUFACTURER Silver Line MAndiMn- M* ONE SNVEINWE o"A omm mum.K..Nl m7m IN fm PUMA a R i3 1 lnn e eLSa ° toa° d .1c uWiv 2 m 0 Q cc N m a<aGa 1 6TH FBC EDITION I FM 1101171 E 0 7 * 10. n®E P.C. w f)))e M L ow ew i IILW«.aSY Me ant. W wmit ft"N.. " m„ FL 6: FL14918 DATE: 09•28.17 SCALE: NTS OWG.6: SWD021 SHEET: INSTALLATION NOTES. 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED A THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM 512E LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE Of !1/2 INCH THE DEPICTED LOCATION S SPACING IN THE ANCHOR LAYOUT DETAILS I.E.. WITHOUT CONSIDERATION Of TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SNIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/3INCH. SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS OR I I GAUGE ROOFING NAILS OR IOd COMMON NAILS OF U FI I LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WO00 SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8• EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE R8 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 H NETRA I N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8- EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE K10 WOOD SCREWS Of SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCH MINIMUM EMBEOMENT INTO WOOD SUBSTRATE. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3 161NCH DIAMETER ITW TAPCONS Of SUFFICIENT LENGTH TO ACHIEVE 1.1/41NCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1 3/4- EDGE DISTANCE. 9. IN ROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUN USE 010 SELF-TA*PING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS N A ON BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WOMA/CSA 301/IS.2/A440-Wll 2. ADEQUACY Of THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE Of WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVNZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DAOE RER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6 WINDOW FRAME MATERIAL: PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL 7. IN ACCORDANCE WITH THE 6TM EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED SMALL BE Of A DURABLE SPECIES AS DEFINED IN FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF CHAPTER 23. CH BLOCK. 13. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 14 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WO00 - MINIMUM SPECIFIC GRAVITY OF 0 SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Of 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MIL (00479' at 18 GAUGE. MIN. 1/2' EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063-TS MINIMUM WALL THICKNESS OF 1/16- MIN 1/2-EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION 6 6ENERAL NOTES 2 ELEVATION 3 ANCHORLAVOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION. 6 6LAZIN6 DETAIL MAX OVERALL SIZE CONFIG. DESI6N PRESSURE MISSILE tMPACTRATIN6WIDTHHEI6HT 36• Be DIX 35 / -35 PSF NON IMPACT 3W 66• Dix 50 / •50 PSF NON IMPACT 38• 74' Dix 50 / -50 PSF NON IMPACT 38' 77• O/X 35 145 PSF NON IMPACT 44- 62• O/X 50 / -50 PSF NON IMPACT 4B• 72• O/X 35 / -35 PSF NON IMPACT 49' 84' O/X 20 / -20 PSF NON IMPACT 52' 72• O/X 25 / •25 PSF NON IMPACT 3W 63.75• DIX (ORIEL) 35 / -35 PSF NON IMPACT 48• 96• DIX (ORIEL) 20 / •20 PSF NON IMPACT 72• 62• O/X•O/X 35 / •35 PSF NON IMPACT 72' 84• O/X.O/% 35 / -35 PSF NON IMPACT 76' 62' O/X-O/X 50 / -50 PSF NON IMPACT 76• 72• O/X-O/X 50 / -50 PSF NON IMPACT 76• 77• O/X-O/X 25 / -25 PSF NON tMPACT 80• 74• O/X-O/X 35 / -35 PSF NON IMPACT 96• 74' O/X-0/X 30 / -30 PSF NON IMPACT 62• O/X-O/X-O/X 50 / •50 PSF NON IMPACT r 7•O/X-O/X-O/X 501.50 PSF NON IMPACT 84• O/X-O/X-O/X 25 / -25 PSF NON IMPACT Silverline MAndersen uaeu•eaeu aw snvLaLIJE oa1vE Nang aft"WICa, w aafOf PH (m)us-Km V W O < G H zo u9Lt r m H d LL I(w1 Lij w F oe LU w G 61 nN III/11111111L` ' U= uj2 DW6 L1: Opnalry agn" by Hp F Nw m, P E. I S W 000 2 R"Wn: 1 am apw&AV W" do nl FL#: FL 19715Del.: 2017.061516-11.08 &'W SHEET: 1 OF 6 MAX. FRAME MAX FRAME Silver Line WIDTH 49' WIDTH 48' bA11dersm R E p E 4 5 ueere.eeeu OIE SO.VERLME GIVE NORM 4RUNSWICC, N2 04902 PH p921419.1000 f„ PPcoc •o c Q 3 H ^^ t 4 4 4 4 0 ' i QQ VI MAX FRAME MAX. FRAME HEI6HT 96' ' HEI6HT 96' Law w m .<. m QUALIFIED CONFIGURATIONS " yp W 5 a z F lARCH TOP CONFIGURATIONS FOR ALL 2901-4901 lu N < w Q xRATINGS, SINGLE UNIT CONFIGURATIONS ,X, UP a .. F v F', 4A7 LA 4 5 -Ago Ja ELEVATION ELEVATION V) SINGLE HUNG WINDOW SINGLE HUNG ORIEL WINDOW O Q H z v mH o MMAX. FRAME WIDTH96E WIDTH08, LU L1.18E R E I p 3 QUALIFIED CONFIGURATIONS + 3 I LL2 ARCH TOP CONFIGURATIONS FOR ALL 2202.4902 RATINGS, TWIN UNIT CONFIGURATIONS y s f F LQ1 Id iii 4 4 n A. fR I I MAX. FRAMEE M9 HEI6HT 74' i b AX. k ME A 0 a041 h m2JI, 4 3 o 0, 3 = S u 2 IV) ELEVATION : °3 ELEVATION DW6 #: u TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5 ` O00 2 SHEET, 2 OF L III 2" MAX J 11' MAX FROM _ I O C. CORNERS L 11* MAX. O C. 2" MAX. FROM CORNERS L SkALL f10TE•i YNITSATD lO NSFSTALLifJAAIA. f1ND SUYOCATHEAD, JAIY, AND SILL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2" MAX FROM 4 1/2' MAX CORNERS I O C 4 1/2" Of 1 1 L 2' MAX I I 4 1/2• MAX FROM —'i F' — O C CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 6' MAX FROM 20" MAX. CORNERS o c 6" MAX FROM CORNER 20" MAX O c. L 6" MAX. FROM CORNERS 1 11 ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/ I;MAX 6' MAX. FROM —{— OC. CORNERS II 6" M, Oe ai l I;MAX I 1 6- MAX. FROM J O C CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 2 3/4" MAX. CORNERS S O C. Y MAX. L 6- MAX. FROM CORNERS r12" MAX OC 6- MAX. FROM CORNERS r12" MAX OC II II ANCHOR STRAP 6FROM ANCHOR STRAPP/N 50-2995-2 CORNERS P/N 50.2995-2SEESHEET5FORDETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLind ya, drFsm r4l r r.ur•saa• ONE SILYERLINEa w N0CTH4lMSwfC[, f4i W902 PH ( 7521415.1000 z° D' N z gozNSLL u- J]In66 LLI o< Zm L' G Z In z 8!c% s w ma~ Z_ w V1 t W p W O, F 9L d LlC a m aJ Ot7 H zz tj U. WuJ w a r cm Z Lu P 3 = uZ G N N6 #: SWE) 002 BEET: 3 OF 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH—,-, BY OTHER PERIMETER SEALANT O A. BY OTHERS UNIT HEL6HT EXTERIOR I O A. UNIT HEIGHT SEE 6LA2IN6 DETAIL, SHEET 6 1 1/2' MIN. EMBEDMENT A; 1 1 / INTERIOR 1 VERTICAL SECTION a f HEAD-2X WOOD BUCK NAIL FIN SEE 6LAZIN6 DETAIL, SHEET 6 EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS I EXTERIOR FINISH 1 BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK BY OTHERS SEE SHEET 6 FO CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 3/8' MIN E06E DIST. 1/4' MAX. MIN. 3/8' E06E DISTANCE 1/4' MAX. SHIM SPACE SHIM SPACE SASH REINFORCIN6 66tMIN. SEE SHEET 6 FOR REQUIREMENTS 3 THREADS SEE 6LAZrN6 PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE 8 6R. 5 SELF -TAPPING SCREW INTERIOR INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS OA UNIT WIDTH HORIZONTAL SECTION 1\ 1/4' MAX. 4 IAMB - METAL STUD Is r SHIM SPACE NAIL FIN 3/8' MIN. EW DIST a, CONCRETE/MASONRY BY OTHERS 1 1/2' MIN EMBEDMENT A VERTICAL SECTION 4 SILL - 2x WOOD BUCK NAIL FIN SilverLine yArWersm u..r . aa••• rnE StLvEft" MNVE NMTNU%Nswla.kso 0t 2 "m' R g M31No ctZ+" c WtJ mAf S <% , c-1W z n W Waa G' d "' F n v t a .o V) Z C c GH z t u- i ° C O Lu w W I ol3o lu 1'-li qA I 4OF6 10 WOOD SCREW --- INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH PERIMETER SEALANT— _ BY OTHERS / O.A. EXTERIOR (\ UNIT HEI6HT SEE GLAZING DETAIL. SHEET 6 3/4" MIN EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. CONNECTION DETAILS SHIM SPACE SASH REINFORCING n' SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING l 1/2' MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4" MAX. t IF SHIM SPACE INTERIOR E1 VERTICAL SECTION 11 S / HEAD - 2X WOOD BUCK THROUGH FRAME SEE 6LAZIN6 DETAIL. SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFI6.ONLY. SEE O.A \ PLAN VIEW -ANCHOR STRAP UNIT (P/N 50-2995-2)' DETAIL AT HEI6HT ( RIGHT FOR INSTALL. REQ. 1/4' MAX \ PERIMETER SEALANT f SHIM SPAIBYOTHERS=Al l EXTERIOR FINISH BY OTHERS a •• a EMBEDMENT PRECAST SILL „ n BY OTHERS 4. 3/16, ITW TAPCON ° • e •• INSTALLATION ANCHOR 1 3/4- MIN e E06E DISTANCE p VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME MIN.3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN 1/2' EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR —BY OTHERS LE O.A. UNIT WIDTH F HORIZONTAL SECTION 5 AMR - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000 FRAME. HOLES PROVIDED 2.0000 2.0000 TO ACCOMODATE #14 DIA. 0.500 0.0620- 0.500012) 0.7500(2)1---3.0000(2) 6.0000 N_ INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- ITW TAPCONS PER STRAP, MIN 1-1/4' EMBEDMENT, MIN.1.3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" E06E DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1.1/2' EMBEDMENT. MIN. 1" E06E DISTANCE. SilverUne lyAl II I.YSLYI awE 56VERL" bar* warw nwsvnee, w aaol P. ow).19.2000 2 8 Q %nfZOO n;.i _ w • C V L m N w u m, ., E a W 64 do r Lu of 0 aO0n 1 mZ h eS uZ g v 0 DWG #: 5WD002 SHEET: 5 OF 6 INTERIOR EXTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. G VERTICAL SECTION /jam HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE •/• 35 PSF 36 X 84, (O/X), OESI6N PRESSURE •/- 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84. (O/X-O/X), DESIGN PRESSURE •/• 35 PSF 76 X 72. (O/X•O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-O/X), DESIGN PRESSURE 4•50 PSF 108 X 72, (O/X-O/X•O/X), OESI6N PRESSURE 4-50 PSF C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF SilverLine NOTE: tiAnclel5en SHALL COMPLYALLGLAZINGCONF16URATIONSREQUIREMENTSWITHSAFETYGLAZINGREQUIREMENTS OUTLINED IN CURRENT F8C AND ASTM E 1300 GLASS LOAD RESISTANCE a•aa••a orE SmVEuta aatw Noaot sau"swtce. w awt M nS:l us taco 5/8' O.A. I.6.6LA55 Lai um opvi tZ CCd EXTERIOR INTERIOR vl2 hbWu LI MIN. 6LA55Wil t++ 29 00 I BITE 1/2" z H w ,,a 2 R 9z < i-' _ W w 49 a1/8' SETTING BLOCK GLAZING DETAIL 1 c o tn O NOTE. H Z u 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE In m ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER H a OSPACINGBETWEENANCHORSSUCHTHATMAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. U J w 2 BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. a p W 1/4" ITW TAPCON ANCHOR 4' FROM CORNERS pq Z Ib16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS z p 1 1/4' MIN. ' EMBEDMENT 1 1/2• MIN. EDGE DISTANCE mod,'••. F" E DISTANCE ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL A I gI3F1 v3 I Z I N6 #: SW0002 IEET: 6 OF 6 3/7/2018 t Florida Building Code Online Business • Professional Regulation r BCIS Home I Log In I user Registration I Hot Topics Submit Surcharge I Slats 6 Facts Publications I FBC Staff I BCIS Site Map I Links I Search Approvaldb'pr 0USER: USER: Public User tLatJa oJq[m Product Aooroval Menu > Product or Aoplicatlon Search > Aqpl¢atlon List > Application Detail FL # FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL 4 _R3_=_(Q) Certificate of Independence. cp _ffStandard Year 101/ I.S.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 https:// foridabuilding.org/pr/pr_app_otl.aspx?param=wGEVXQwtDgsJga49YAgXJkHOuUrrg6tbbl anILF8nUuHQRApMgRc3A%3d%3d 1 /6 3/7/2018 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 12/13/2017 12/13/2017 12/21/2017 02/13/2018 0 0 Pagel/ 20 0 FL # Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461_l _ 1_(g) Inst 20461.1.odf Approved for use outside HVH2: 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 20461.1 for Design Pressure Ratings, any FL20461_R3_Ag_(0_) Eval 20461.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "]" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No F 2L0461_R3_U_(g) Inst 20461.2.pd Approved for use outside HVH2: 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 20461.2 for Design Pressure Ratings, any FL20461_g_g_(d) Eval 20461.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No F 4 R3_(g) Inst 20461.3.odf Approved for use outside HVH2: 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 20461.3 for Design Pressure Ratings, any FL20461_133_9E(d) Eval 20461.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "]" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru fiber -Classic and Nominal 70 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461_Rj_ U_(g) Inst 20461.4.odf Approved for use outside HVH2: 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 20461.4 for Design Pressure Ratings, any FL20461_U_ F (d) Eval 20461.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.S e. Therma-Tru Fiber -Classic and Nominal 70 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461_QU_U_(g) Inst 20461.S..odf https://floridabuilding.org/prlpr_app_Otl.aspx?param=wGEVXQwtDgsJga49YAgXJkHOuUrrg6tbb 1 aniLF8nUuHQRApMgRc3A%3d%3d 2/6 3/7/2018 Florida Building Code Online 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 20461.5 for Design Pressure Ratings, any FL20461 R3 AE (0) Eval 20461.S.p_df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.6 f. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_tU_U_(C) Inst 20461.6.pli( 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 20461.E for Design Pressure Ratings, any FL20461_113_AE_(Q) Eval 20461.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 g. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_Qj_U_(g) Inst 20461.7.p& 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 20461.7 for Design Pressure Ratings, any FL 0461 R3 AE_(Q) Eval 20461.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 h. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_IRj_U_(C) Inst 20461.8.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 20461.8 for Design Pressure Ratings, any FL20461 R3 AE_(0) Eval 20461.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 i. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_Q3_IU_(g) Inst 20461.9.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 20461.9 for Design Pressure Ratings, any 2FL0461R3AE_(0) Eval 20461.9.pgf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 j. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 0461_R3_U_(e) Inst 20461.10.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 2046 1. 10 for Design Pressure Ratings, any FL20461_t _AF_(Q) Eval 20461.10.[df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this https://floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgsJga49YAgXJkHOuUrrg6tbblaniLF8nUuHQRApMgRc3A%3d%3d 3/6 3/7/2018 Florida Building Code Online product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F 4 1 R3 II_(e) Inst 20461.11.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 20461.11 for Design Pressure Ratings, any FL20461_U_AF_(0_) Eval 20461.11.pAf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 I. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 04 1 83 Ll (g) Inst 20461.12.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 20461.12 for Design Pressure Ratings, any FL20461_R3_AE_(d) Eval 20461.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 m. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_8j_U_(C) Inst 20461.13.0df 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 20461.13 for Design Pressure Ratings, any FL20461_U AE_(d) Eval 20461.13.00f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_U_(L(g) Inst 20461.14.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 20461.14 for Design Pressure Ratings, any FL20461_&3a_(d) Eval 20461.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 o. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461R_U_(g) Inst 20461.15.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 2046 1. 15 for Design Pressure Ratings, any L 0 61_R3_AE_(d) Eval 20461.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.16 p. Therma-Tru Fiber -Classic and I Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX https://floridabuilding.org/pr/pr app 4tl.aspx?param=wGEVXQwtDgsJga49YAgXJkHOuUrrg6tbblaniLF8nUuHQRApMgRc3A%3d%3d 4/6 3/7/2018 Florida Building Code Online or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 4 1 R3 II_(g) Inst 20461.16.p f Approved for use outside HVHZ: Yes Verified ey: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.16 for Design Pressure Ratings, any FL20461 R3 AE (dJ Eval 20461.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Transom (Inswing/Outswing; O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No. FL20461_U_U_(g) Inst 20461.17.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 20461.17 for Design Pressure Ratings, any FL20461 R3_AE (d,) Eval 20461.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) and Transom (Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_Q3_LL(g) Inst 20461.18.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: INST 20461.18 for Design Pressure Ratings, any FL20461_R3_AE (d) Eval 20461.18.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_RU_ll(2) Inst 20461.19.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: INST 20461.19 for Design Pressure Ratings, any FL20461_fQ_&E,_(d) Eval 20461.19.p& additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 04 1 R3_II_(g) Inst 20461.20.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: INST 20461.20 for Design Pressure Ratings, any FL20461_EQ_gR(Q) Eval 20461.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page a Back Noxt 0 0 Pagel/ 20 m https://floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgsJga49YAgXJkHOuUrrg6tbb 1 anILF8nUuHQRApMgRc3A%3d%3d 5/6 3/7/2018 Florida Building Code Online Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8S0.487.1824 The State of Florida Is an AA/EEO employer. Qpynght 2007-2013 State of Florida.:: PAvacv 5tatement :: 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 8S0.487.139S. *Pursuant to Section 4SS.27S(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It 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 4SS, F.S., please click here . Product Approval Accepts: O i® Credit Card Safe https://foridabuilding.org/pr/pr_app_Otl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbbl aniLF8nUuHORApMgRc3A%3da/o3d 6/6 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber -Classic and Smooth -Star Exterior Exterior Door 118 Industrial Or Composite Edge Opaque Fiberglass Single Door Doors Assemblies Edgerton, OH 43517 Inswing I OutswingPhone419-298-1740 Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 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. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of drawing FL-20461.1 require further engineering analysis by a licensed engineer or registered architect S. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation 6. See drawing FL-20461.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330(02), ASTM E331(00) TEL 01461573 ASTM E330-02 & ASTM E331-00 2. Drawing No. Prepared by No. FL-20461.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation & Management Institute, certifying that Therma-Tru Corporations is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Testing Laboratory Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Signed by V.K. Wright V.K. Wright Signed & Sealed b Lyndon F. Schmidt, P.E. Slatted & Sealed by Lyndon F. Schmidt, P.E. No 43409 it - STATE OF O S'ON ALE •` Lyndon F. Schmidt, P.E. FL PE No. 43409 12f7/2017 Sheet 1 of 1 THERMANTRU" 000as Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code (F8C( structural requirements excluding the 'High velocity Hurricane Zone' (HVHZ(. 2. Product anchors shall be as fisted and spaced as shown on defogs. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. For 2x stud homing construction, anchoring of these units shag be the same as that shown for 2x buck masorxy construction. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. S. Fiber -Classic a Smooth -Star Door panels require the use of't part numbers and must be stained or pointed within * months of instalation. TABLE Of CONTEMS SHEET/ DESCRIIDOH 1 TypO Elevations. Design Pressures a Garwd Notes 2 Door Panel Details 3 Elevations 4 Horizontal a Vertical Croa Sections WIR9 5 Horizontal a vertical I Buc 6 Horhontal a Vertical 1 V ass sections frhresholdsj B kick a Frome Anchoring 9 Hardware Details 10 comPorients I I U of Materials 31.75 MAX O.A. F FRAME WIDTH FF Z o .. m 0 p m x DESIGN PRESSURE (PSF) DESIGN PRESSURE (M) CONFIGURATION LOCK INSWING OUISWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE x Latch a Deadbolt 70.0 1 -75.0 67.0 67.0 x Multipoint 80.0 1 -80.0 1 +80.0 80.0 See Sheet 3 for Hardware Specifications owo. r: JK orx. ; 9 1 FL-20481.1 n 1 OF JJ C CAP (ENGINEERED WOOD) EXTERIOR 1.198, — — 1,87S' -4 A ox COMPOSITE CAP INTERIOR LOCK BLOCK STILE 12SLONG LVL) (ENGINEERED WOOD) t- 1 '\ MORRONTAL CROSS SECTION l! j 36Z MAX. DOOR PANEL WIDTH cm tq e T D8= 001 PAANEL 40 BOOK 35b13' MAX. DOOR PANEL WIDTH rF*\ r2"\ 3 E3 m e G 41 Hybdd Om DOOR 0. tANEL 0. 4` EXTERIOR 1.198, 1. 198, 127S* 0.406' COMPOSITE CAP MPOSftE HINGE STILE INTERIOR LOCK BLOCK STILE CAP ( ENGINEERED WOOD) (12S LONG WOOD) (ENGINEERED WOOD) 2—'\ HoRizourAL CROSS SECTION 35. 81 T MAX. DOOR PANEL WIDTH 14 IT m xgM0001 PANEL 42 Ul Door TOP RAIL ICOMPOSIMENGINEERED WOOD) V.- FOAM CORE POLYURETHANE- 1. 9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR FIBERGLASS SKIN 0. 073- THKJ BOTTOM RAIL COMP.) 1.71, VERTICAL CROSS SECTION 3'\ VERTICAL CROSS SECTION/-4 d JK LFS FL- 20461.1 rr of J-1 SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL :. KNOB: FS1 SCHLAGE DEADBOLT: 660 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART THERMA-TRU) 3 pt. Manual Tongue) III - - - - IIIIII i111 III ICI 1111111 15 1W W Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for illustration and are representative only. Stvk N.T.S. am. en JK auc BY. LFS FL-20461.1 a _L OF _U 19 R a R 11111111111/// D NlY n o E AS 8 'm zNG 9mzU 0 1 EXTERIOR INTERIOR rca 1.IS MIN. UfA o 1 VERTICAL CROSS SECTION EMB• (nP•) H z W E 4 tswtrl8 swBuckunwlnp *rear)) E N B C L C '. gO.ISC-SINK O.1.70SINK `— •• TYP) (TYP) l 1 o D •. D caFtN cW INTERIOR INTERIOR u o e O 1 f nIMy Z EXTERIOR23 EXTERIOR' e N ' 40 41 42 40 41 42 27 z ozare526161-I/PMIN. L 29 1 1•I/4'MIN, w"L- N.T.S. ° EMB. (TYP.) EMB. (TYP.) owe. m• JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CW at:LFS q Shown w Buck Out-ing shown (Inswing slmiar) kAJ Sown w ue ; Outswing shown p-mg drnsaj DRAW,: NO, a FL- 20461.1 a Pm -L or I1 a G a 11111111111//j E v. 11 I I11` 11 == oIXBucktobesecuredtoC c 6 8••Z NAmosorlrybyof c x ZiaZ O oca n 40 41 42 1 4 m i c\ 7 3u EXTERIOR INTERIOR c m 1 VERTICAL CROSS SECTION c xS" zx_ Shown w/IXsut>.b.ck Outswing shown prwMng sunk r) E A NN C Em 2 m 1 C I v o. a a a o b 7 o G INTERIOR INTERIOR G N rr o x v. v uj 23 24 EXTERIOR EXTERIOR ao 40 41 42 40 41 42 27 A zN ^ I-I/4MIN. 29 1 1-1/PMIN. arc 5 26 16 iEMB. (TYP.) EMB. (TYP.) wire N.T.S. i 2 HORIZONTAL CROSS SECTION 3, HORIZONTAL CROSS SECTION Oft. dlc m aK e,, t F$ aSownw ) su uc c outswing shown (Inswing similar) Shown I X giS Outswing shown (Inswing shlar) 20461.1 a SHsa 5 a l l O I.s r MAX. EXTEWR mil%UGEWR UMMOR'%IMUWR oVERTICAL CROSS SECTION o VERTICAL CROSS SECTION v v DIRECT . DESIGN STANDARD C O O 0D WMIOR WERIOR i11 NEXTERIOR IS MAX. UMRM k.:J I I 1 1011-14 1.1/4'MS4. EMS. MP.1 1-11rMIN. EMS. PP.) M 1.1/4'MIN. EMS. (1YP.) ale 5 26 16 N.T.S.SCAL 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION S HORIZONTAL CROSS SECnON 6 HORIZONTAL CROSS SECTION o.a as JK d Shown Otrect to Masonry Outswing. w/ 4.9/l6 jamb 6 Shown Direct to masonry6 shown Direct to MOSOnrir Oufswulg oNy w/ 6 9/ 16 jamb 6 Outswi g onlyownDkt6-9//11 a jambn9 u.l LFS awuro wo. Outswing only w/ 4.9/iamb FL-20461.1 low Lar1L Note:: I. Sid Item Y's 17, 1 & 32, 34, 3S, 36, 37, 38 3 39 ore atlached to lambs w/ (3) 18 X 2.1 /7 pth screws at each and. Sm Item 1•s 16 d 33 are attached to jambs w/ (2) 18 X 2-1 /2 pth screws of each end. Sill Item 115 b attached to lambs utFuN (2) It 10 X 7 pph SMS at each end. EXTERIOR SEE NOTE I INTERIOR SEE NOTE I EXTERIOR 1 VERTICAL CROSS SECTION 7 lr .N Sig INTERIOR 3 VERTICAL CROSS SECTION 7 Outswtng Sit EXTERIOR SEE NOTE 1 ea fitIII% INTERIOR EXTERIOR i g n u•: z Ei `zci 41 42 q a 9don 33343SU37 oz nSEENOTE1n gg In j J 2 VERTICAL CROSS SECTIONI s1e rg0 n INTERIOR 41 VERTICAL CROSS SECTION J Public Access Sit t er JK er: LFS fL-20461.1 nLaril HEAD & JAMBS RYPd 2X BUCK 60 PSF MAX MASONRY PYP'l 2X BUCK ANCHORING HEAD & JAMBS TYP-) 80 PSF MAX o 2X BUCK ANCHORING L 2X BUCK J IX BUCK BILK M DIRECTTO N MASONRY FRAME HEAD & JAMBS TPa MOM FRAME ANCHORING I T'' A ail P 13) YB z 2.1 /Y PFH WS 111.11^ JAMB TO HEAD DETAIL x ma`nLo e= 2 i a c d J m g own or. JK a cm M, LFS 3 OR-MM NM: FL-20461.1 a ow -& or 1.L " L111111111//// p O28c 2X BUCK SEE HINGE _ // 1 11^ 1 i d o l IX BUCK G DETAIL (TYPJ ` ci •: _ DIRECT TO MASONRY 21S \- g E 9 2XBUCK 2S gi 1 X BUCK G SEE TONGUEW L=, R STRIKE DETAIL = 2XBUCK d DIRECT TO MMASONRY 27 $$ rnm &( Typ' I 1 X BUCK G DWECTTO 3 - 0 ^ o! ultnaoEADBOLtotTA1L ® 142 MASONRY M 31 Kwikset 1 SEE LATCH' TONGUE STRIKE DETAIL i W 2X BUCK L a DEADSOLT uu i g DETAIL SEE LATCH I x BUCK G a DEADBGLr DETAIL DIRECT TO M SUB STRIKE MASONRYPLATE O d 28 2x BUCK e IX BUCK G 22 STRIKE JAMB HINGE IAMB STRIKE JAMB DIRECT TO M n 2X BUCK 2S Latch and Deadbolt Mule lock MASONRY 2 R y IX BUCK G 27 ds m DIRECT To M d cc MASONRY L 2X BUCK LATCH a OEADBO DETAII LATCH A DEADBOLT DETAIL 29 G 1 X BUCK Multipoint scwge es TO MDIRECTMULTIPOINT LOCK STRIKE DETAILS • LATCH & DEAD80LT STRIKE DETAILS DIRECT TO Standard Deadbolt Strike Plate) M MASONRY 24 •— 23 = " n o u° oar: 5 26 16 i sum N.T.S. DEADROLTSTRIKEDETAILSHINGEDETAIL •.a ,, JK Security Deadbolt Strike Plate) ox trr. LFS 3 olwo• woa d FL- 20461.1 n ILml- irM--N-- T M- @M-8GRESNOIDIn.' ComposNe AirfAtablaS37-1/7 4.W trssvMp SIW. Feed SR 5.7 9 n'REIIIO =--... C..d., S3 1 -.itr THRESHOLDn'= @L=--..dCk.fesl 9L=2G'N "O'D 13lesm0e—.k- 4. W 7. 5' C3 IT HWHO 8'Zl @2=-- 6,W.FUW 7TIr 2 E 4W sAr 4L THRESHOLD 5. 7r 4.W L % L= G INREI 6. 0. Composite AOStawaS G THRESHOLD H o T TT04 T 1 5. 7s* SMM GComposite IONEIII. SD M-ald Oft fff- JK I FL-20461. 1 1! 1%%%1111111/l BILL OF MATERIALS BILL Q: 0'm ice',•• ill # s: 1 is 11````` p> e d N ..: 44i 5 E 2,8 u C_ E81n m G I f7i2 pFp NF2p 2 CONCRETE ANCHOR NOTES: 4_1 1. Concrete anchor locations of Me tamers may be adjusted to maintain the m1n. u edge distance to rrnonor joints. dCK 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min, edge distance to mortar jolnls, additional concrete anchors may be required to ensure the MAX. ON CENTER` dimension are not exceeded. 3. Concrete anchor fable: e n N 2 uN ' aM52616 sour: N.T.S. i owo IN. JK • aac lit'. LFS 3 a W000 SCREW INSTALLATION NOTES: auwuc Nor: e 1. Maintain a minimum S/8• edge distance. 1' end distance. 6 1• o.c. spacing of FL-20461.1 n wood saews to prevent the sphiling of wood. short -LL or.- .L • O Of MATERIALS REM DESCRIPTION MATERIAL REM OESCRIPRON MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /2" PfH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8" PfH WOOD SCREW STEEL C 1 /4"MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1 /4' X 2-3/4" PfH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 288 DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL J 1 /4" X 3/4' PFH ELCO OR RW CONCRETE SCREW STEEL 30 LATCH 8 DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 10 X 2-1 /7' PfH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-I /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP I JAMB (FINGER JOINT PINE J WOOD 34 INSWING THRESHOLD ALUM/COMP G WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U I) 18 OUTSWING THRESHOLD ALUM/COMP 22 8 x 3/4" PfH WOOD SCREW STEEL 23 10 x 3/4" PfH WOOD SCREW STEEL 24 10 x I' PfH WOOD SCREW STEEL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. GIEARANCE TYPE 512E EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw I/4• T•I/4• r 4• TAPCON ELCO 1/4' 1.1/4' 1• 4' UITRACON ITYV • 3/16• 1-1/4' AS SHOWN 1.1/2• TAPCON 111111111111/jl V, THERMANTRU =zDOORS Fiber -Classic. & Smooth -Star. ado ll/lll 1111 ma fR7AW MOTH COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR ®® _ INSWING/OUTSWINGd NON-IMPACT'g 0 orr °o GENERAL NOTES > a WH 1=1t3 c y1 I. This product has been evaluated and is In compliance vAth the loth Edition 2017) ftorida Building Code (fBC) structural requirements excluding the lifgh & 6 0 Velocity Hurricane Zone- (HVKZ). 2. Product anchors shall be as listed and spaced as shown an details. Anchor embedment to base material shol be beyond wall dressing at stucco. ti = 3. for 2x stud homing construction. anchafng of these units steal be the some as that shown for 2x buck masonry construction. a z d z 4. Site conditions that deviate from the details of this drawing requre further u H engineering analysis by a licensed engineer or registered architect. 5. fiber-Clossic & Smooth -Star Door panels require the use of'J port n numbers and must be stained or pointed within sir months of installation. c TaetE of COMM = SHEET• DESCRIPTWN a 1 I Presses 6 Gerwd Notes c ' e 2 Door Panel Oetals : 3 Bevallons "' i ue 4 t a Vertical sure all; 5 26 16 = 6 Hoftontal s 0 ec sr N.T.S. 7 I Sec 011°. °r: JK e 8 Buck 8 Ant one er. LFS ; i' Hardware Details See Sheet 3 for Hardware Specifications oRWW No.: a 10 components FL-20461.6 11 U of Materials 0 LOCK DESIGN PRESSURE (PSI) DESIGN PRESSURE (/S CONNGURAiION HARDWARE LOCK HARDWARE INSWING OUrSWING POSITIVE NEGATIVE POSRIVE NEGATIVECENfERUNE X s-1/Y Latch t OeadboH 60.0 d7.0 80.0 60.0 X T 2- latch a DeadboB 67.0 67.0 67.0 67.0 x N/A MuNipoint 50,0 Sp,O 50.0 50.0 os, o.r z X 'o. COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) t—1 "\ HORIZONTAL CROSS SECTION li 3&(r MAX. DOOR PANEL WIDTH 1MR PANEL@80OK7 35217 MAX. DOOR PANEL WI @M PANIL D. EXTERIOR EXTERIOR 0.4w 3 OS0.7- 0AW COMPOSITE COMPOSITE CAP CAP LOCK STILE COMPOSITE HINGE STILE LOCK STILE rNrERbR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) IE14GINEERM WOODI INTERIOR 2 HORIZONTAL CROSS SEMN 1 35.813'MAX. DOOR PANEL WIDTH @AGL* PANEL 0, C4 ZE all. c CK TOP RAIL COMPOSITEANGINEERE0 WOOD) FOAM CORE - POLYUREMANE - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR A.. FIBERGLASS SKIN o (0.087 THKJ T BOTTOM RAIL ILE'llj-d COMP.) 43VEIMCAL CROSS SECTION /-4-VERTICAL CROSS SECnOM aTe 5126116 N. T.S. JK FL- 20461.6 IT - 2- of -U a SIR C11 9- SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL KNOB: PSI SCHLAGE DPADBOLT: Rd0 KNOB: SIGNATURE SERIES KIrnKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART THERMA. TRII) 3 pl. Manual Tongue) i jl II 1 IIIIII IIII' I:I fiber- Classic/Smooth-Star Door Pane( Options Products approved include all embossed pone) doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for itustrollon and are representative a*. a¢ er. JK aor.; 6 I.FS P1- 20461.6 xf y3 or" III111111//// M. E o N''#'Ovo• hll 11 H ri111 Vv x• man` 8 40 41 42 7 1 Co EXTERIOR INTERIOR Q Co 1 VERTICAL CROSS SECTION EMB. (TYP.) f ' E q Shown w/ 2X Buck E OuhWng shown (Inswing *npol) B B of o C 0 n L C > a a II O.ISC-SINK O.ISC-SINK • API (trP) 'j LI D D N 2 N a• 6 7 IWW o INTERIOR INTERIOR W HAI W ~ nen L p a EXTERIOR 23 24 EXTERIOR e a z 40 41 42 40 41 42 27 i uo DATE 5 26 16 °zIMIN. l 29 1 sewc N.l.S. B. EMB. (1YP.) Be. TnP ) i wc. tH• JK m 2 NORIIONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cwc W. LFS 3 q own w sown I skn0orOulswingIOng ) 4 ng yam) a FLuNo-- a FL- 2046 1.6 n SHED 4 DA I1 Q Vs E r!o e i {i• O I X Buck to be secured to C z 10 z° u a mosonry by others z$iu H 9dLd M &L 40 41 42gg Z. 7 cLq EXTERIOR INTERIOR m o_ 1 VERTICAL CROSS SECTION digSShownw/IXwbbuck Outswing shown (Inswing siffilan cR A L No, E C E 7I 0 x C a W a o tip 6 7LAaiN W C Z G INMIOR IMERIOR G d e N goe D W U yF. Cd' ga Z W 23 24 DMIOR BffRX)R c oa 40 41 42 40 41 42 27 A 1.1/4•MIN. 29 1 EMB arc: 5 26 16 iEMB. (fYP.( SME N i S MG. we. JK o 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CH& at.. LFS SShown w I X SUDOUCKShown Outswing shown (IrwMng simkv1 w) w uc c OuWng shown (ImAng sirnW FL-20461 6 a 0 SHM i5 or I 1 0 i a R 1 1.1/4'MIN._ o f]RE1lIOR INTERIOR 1 VERTICAL CROSS SECTION 6 Q p or yw/4M 9/16jamb EMERIOR 1.5' MAX. IS j —T MAX. EMERIOR IIA9IIOR 4 VERTICAL CROSS SECTION 6.1 ShownOuhwing w/6M 9/16lamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = 147 PSF w/ SECURITY STRIKE = t 55 PSF n In &t5 n Q 1.1/4'MyIpN. EMS. (IYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonr 6 Shown Direct t0 Mosonry Outswing only w/ 4-9/16 jamb Outswing only w/ 4-9/I6 jamb S HORIZONTAL CROSS SECnON 6 Shown Direct to MosoroXOutswingonlyw/ 6-9/ 16 jamb IIIN y-aIQ'/ H. 11````````` N p9' R C 8Nm= tl 2 9d0 mdo`F° 4 c= l Eu o = V k--4-1.1/4' MIN. we 5 26 16 M.(IYP.I e."L* N.T.S. 6 HORIZONTAL CROSS SECTION Im JK 6 Shown Direct to Moso111Y aw r LFS Outswing only w/ 6.9/ 16' jamb ORAMM ,p, FL-20461.E sNln g a-LL , Notes: I. Sl item It's V. 1& 32. 34. 35. 36. 37. 38 & 39 are attached to jambs w/ (3) 118 X 2-1 /r pth screws at each and. S81tem u's 16 & 33 are attached to jambs w/ (2) 68 X 2.1/2• pfh screws at each end. Sill Item 015 Is attached to Iambs utdng (2) C 10 X ? pph SMS at each and. INTERIOR SEE NOTE EXTERIOR e i VERTKAL CROSS SECTION 7 M.*Q SIR VERTICAL CROSS SECTION 7 ft.. 8 S8 EXTERIOR —" INTERIOR EXTERIOR—p7A\-/71— INTERIOR SEE NOTE I n 3 VERTICAL CROSS SECTION 7 Outsw6ig Sit SEE NOTE 1 a ll ... I ll x-fit$ i< v;• $ rl 41: Or- G' m me v E zivu M 9 ad E man` f ff2 a Nub tier J W WN n e ME 5/28/16 Swn N.T.S. ora an JK asc N: LFS 4 VERTICAL CROSS SECTIONMD= MAC ACC. SD R-20461.6 sHM Z; I I I , PFH WS J11111JAMBTOHEADDETAIL N •; ms`nE 77, 4' (TYP.( 4 (fYP.( E 36 ca T T z t t o HEAD d JAS 6 HEAD d JAMBS 4 L 2X BUCKMB m ttp•) F&A BUCK J IX BUCK C 1 UOIRECTTOoY 2X BUCK 2X BUCK N MASONRY FRAME HEAD d JAMBS d IYP.( 50 PSF MAX 70 PSF MAX d tqail MASONRY r".) 2X BUCK ANCHORING MASONRY TYP.) _.. _.._.. ..._..__..... H[ FRAME ANCHORING a JK m w LFS 3 FL-20461.E a m a w L 0 111111111//// SEE HINGE 0 O DETAIL (TYP.) m _ `•. u a „ 28 //// 1 1111 1`` 5 2X BUCK L o 1X BUCK GDIRECT70 \ L B tl i{ V oEuz ow MASONRY M 26 0 Q m Q SEE TONGUE %; o g ow 1i b 2; SIRIKE DETAIL a e3 i3 PYP.) r)'j rz 2X BUCK IX BUCK G $ $ G o. o DIRECT TO M 27 i' g MASONRY m os tortLATCH & DEADSOLT DETAIL ^ 0 8 KwIlmat 2X BUCKtie I SEE LATCH a DEADSOLT I X BUCK Q DETAIL SEE LATCH DIRECT TO u a OEAOBOIi,' O°, m ° SEE LATCN MASONRY 2X BUCK L DETAIL t, I$ L DEAOB H of O r DETAIL IX BUCK G I & DIRECT K 8 j TONGUE STRIKE WAA MASONRY M SUB STRIKE — T u— PLATE STRIKE JAMB STRIKE JAMB HINGE JAM& STRIKE JAMB Latch and OeadboR Latch and Oeadbdt MLd f lock 2X BUCK EA S•1?ONCENTER 1YONCBIIP.R h B N22IXBUCKGa 2X BUCK 25 DIRECT TO M y 1 X BUCK G a L 2X BUCK MASONRY 9i DIRECT TO 8 29 27 e 3 MASONRY M G 1X BUCK S tl u DIRECTTO DIRECT TO n R LATCH a OEAOBOLT DETAIL M M MASONRY LATCH & MASONRY nowt Lock OEUIL Sctlloge 24 23 N z u N. NLATCH8DEADBOLTSTRIKEDETAILSDEADSOLTSTRIKEDETAILSMULTIPOINTLOCKSTRIKEDETAILSwA s Ts r.s. 9 Security Deodbolt Strike Plate) HINGE DETAIL ow_ er. JK m' CHL m: LfS 3 oRunn wo: FL-20461.6 ° 0 sNaY - or,-) 0 4.56 G TTPined 10 @2=- S.. —..dSI SIS On q^=-- G' lM=0a,D—ta Si 1-3/8• 9INSWING M- 169 4nvAnpBasic Posed 53/4 so INSWING TNRESHOLD rt so A 4 4. 5&' 4. 56" Pi s 2. W it THRESNOID OMME N Composite aus sa S.77* INSWING TIIRESNOLD 39 Insv4np Rack Composite Ad?Atable SM M trsswtng Rusk Compose. AdpMable SR 7-1/2' 6.0' fn T TT7M I I 7r isr Cam— — 9 - 92= s IT —R, IH 0 10 2 @rXI. InA' OEM I.*. SM MCI— SaM C.= MR. E SHQIOSu ONIOMft. JK I FL-20461.6 1111111/I// BILL Of MATERIALS BILL Of MATERIALS ITEM 1 DESCRIPTION MATERUL ITEM r DESCRIPTION MATERIAL W. N# s 1111 z •d8R..= Egg z o=titScanx • li d€ 1! s 6Eoz L 8 3d m w o mo< 0 0 n Or, dgK N N CONCRETE ANCHOR NOTES: F 4 81. Concrete anchor locations at Me comers may be adjusted to maintain the min. 8edgedistancetomortarJoints. m y12. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar Joints, additional concrete anchors xmayberequiredtoensuretheMAX. ON CENTER' dimenslon are not exceeded. c 3. Concrete anchor fable: af o_ n i 2 UN 52616 z a.,. N.T.S. 5 oaa er JK • aac n: LFS 3 WOOD SCREW INSTALLATION NOTES: e 1. Maintain a minimum 5/6' edge distance, 1' end distance, d I' o.c. spacing of FL-20461.E a wood screws to prevent the splitting of wood. A 1 X BUCK (SG >= 0.42) W000 25 q8 x 2-I /7' PFH W000 SCREW STEEL 8 2X BUCK (SG >= 0.42) W000 26 q8 x 5/8"PFH WOOD SCREW STEEL C I /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL 0 1/4" X 2-3/4" PfH ELCO OR I1W CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL J 1 /4" X 3-3/4'PFH ELCO OR fiW CONCRETE SCREW STEEL 30 LATCH lk DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L q 10 X 2-1 /7' PFH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/lt;" X 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" RW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP IS WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 11 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U1) 18 OUTSWING THRESHOLD ALUM/COMP 22 q8 x 3/4" PFH WOOD SCREW STEEL 23 10 x 3/4"PFH WOOD SCREW STEEL 24 10 x 1"PFH WOOD SCREW STEEL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY i0 ADJACENT ANCHOR ITwV • 1/4' 1.1/4' 2' 4' TAPCON ELCO • 1/4' 4' UITRACON 1riV • 3/1' 1.1/4' AS SHOWN 1.1/2' 1APCON CITY OF SANFORD JUL i 6 BUILDING & FIRE PREVENTION PERMIT APPLICATION a Application No: I'<- I'S 8 rl Documented Construction Value: $ yyvy. Job Address: M I n o g Team 12 t Ly Historic District: Yes No Parcel ID: Residentialo Commercial Type of Work: New,® Addition Alteration Re/pair [IDemo C/hange of Use Move[] Description of Work: ti Opt - I 1-)LA tiaC A a etU ,rx o ot l 0 SP [ t I c n A 3 Plan Review Contact Pet -son: Phone: Name Street: City, State Zip: Title: Fax: Email: C VY\ A I n r4l e ie QCty • C6yv Property Owner Information Phone: Resident of property? : Contractor Information Name - I - 4 JP! f .SP 1Fr-4 f i ePhone: Street: 1'Dla l^ c w !&A . Fax: u O - 9 31- 5Z y City, State Zip: ,, i ey14kee IC L State License No.: EC onn ?ci k!j Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this .jurisdiction. I understand that a separate permit must be secured I'or electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this pennit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water t' management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the regttiu•ements of Florida Lien Law, FS 7I3. 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 (lie job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed conn•act exceed the actual construction value, credit will be applied to your permit fees when (lie permit is issued. OWNER'S AFFIDAVIT: 1 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 oning. Signature of Owner/Agent Date Sign ire of contactor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date S naturc of Notary- fe of Flori Date CHAD W COWDERY MYE P RES Alp ll 25. 2020918 Owner/Agent is Personally Known to Me or Contractor/Agent is ersown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinlder Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Pemtit Application S-/ t/S tl . o1Ir 0 KIP, (•liie'sll}(1 1 7 It 1 1' • 1119nan • Ao/•MI• Ia • Pn'v• Uft1.ANIN), '..1__ ItRlPasiliu M11ri iNtoIrItl m,if.M111.- V111. G / - 1,.1., {_cry lit+ll f tiJ Ai ru:PP 0 1• J r1.Q i /,Lr_ nrAtn F/L 01yP1AtIV!A 1.1IY • -'" 1nrrf)IM' 11 r• aNtfal M. fMM) 1±1!I AIINNt la Va; l.l rr• M! IIarMPI.la 1);111rt1 fill li)11 4}IIIIIIIII IN•'111t:111N11N IIM/ to ,-, _--•-'-"' I:It1' MIKIS, I-I_I_ IU II Ial11111KaIIIIYI'f IAft 1}f l!111t/ nf:00I.W. MtNnMhlp II1Ut• LIMB In.nlaM/ 1'111'OltAtfillt /: r' NIgo!8! USED I t)CSiCillt'f10N II`tt1NV PIN uSofVlcoColl / Oloflnosu r rdv O top- 3 A-6-CG con If/a amWFOF4 PLAN STAIIpAA0 RATE a) 219 Equtpmont LabelS 99 Non -Stock NrIS C)Q. 106 Mist: PaltS X^ s ,+% ` GY SAVINGS ANALYSIS COMFORTASSURANCE CLUB 5........................ oa t_ rct_ fie0, aT ENE ADDITIONAL SYSTEM(S) S aln Equipment Manufactured 01110 COMFORT RATE PRICING S ........................ Average Monthly Utility on, S TOTAL COMFORT AMOUNT S........... ••'••••••"" Estimated Seer of Equipment STANDARD RATE/MATERIAL S........................ 11aploev, a"ymoe,laumsrlelcot Estimated Five Year Utility over Payment s--- LAt30n PLEASE PAY THIS AMOUNT S' S •• 4... ............ y NOTESMC- COIAMENOATIONS: tat f llva ILM ll tl rl OLCA U111) a 0 •LM M•rrLaU..un N U." M.:M ealt t"lt-W4 h 1.n111.n.1D {.'U"00 l" 1.d t-ti-1n utlolti tan ramolw. I atpeo to pny forc11f10ction cost tis %on as tams n:ado Arfulloy'e I.1.)a 1 Vw • 9 d%l4-- .Ml 0aab l t" • W1..n.•vV Inu of (b*A Will) rU le en t . wros/' Wind Watt my WI.mml. 1 r1.c.NpW#) Uut my rllltiplion to WoathrooA c41rv14d CA111.111011.K11aal a aY] e7+ t • L l l0 1r`AM1 coVl't•• tC; ` t f1AliE a # lot x J.Z iiB PACs• of Leebn'htot watt nfydeMffa. INVOICE COPY J Scanned with CamScanner FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 18-00001587 Date 7/16/18 Application pin number . . . 125763 Special Notes and Comments every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Utilities provide by Seminole County Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 50.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 894.00 02-CURB CUT/DRIVE - SIP 40.00 01-FIRE IMP-RS 9-2017 383.81 01-PARKS IMP-RS SINGLE 17 1103.95 01-POLICE IMP-RS 09.1.17 384.82 01-BLDG DCA SURCHARGE 31.20 01-BLDG DBPR SURCHARGE 43.80 Fee summary Charged Paid Credited Due Permit Fee Total 90.00 00 .00 90.00 Other Fee Total 2981.58 2923.58 .00 58.00 Grand Total 3071.58 2923.58 .00 148.00 CITY OF SANFORD eaa CUSTOMER RECEIPT Oper: BLANDA Type: OC Drawer: 1 Date: 7/16/18 61 Receipt no: 159348 Year Number Amount 2018 1587 4608 TAMPICO NAY SANFORD, FL 32773 BP BUILDING PERMIT RECEIPTS 48.88 AC 918730 Tender detail 148.88CCCREDITCARDf148.60 Total tendered $ 148.88 88 Total payment Trans date: 7/16/18 Time: 12:88:54 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: e Q k) e Community: R Q g r, n PO -, A} Lot: Address: City: S G F 0 c c State: , Zip: 1 _7 3 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50. ACH(50) specked on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): 60 - 19( 7 7 ? _ C9 -y9x M thod for calculating building volume: CFM(50) Building Volume ACH(50) Retrieved from architectural plans PASS O Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0 2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing- 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: l P_ I- A., r Phone: 40 7- I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. 1 \ Signature of Tester: C,, 7t Date of Test: Printed Name of Tester: l 4 I e 6 A t c...n S License/Certification #: C A( Q 3 a_Li y Issuing Authority: EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 P AUG 2 U 2018 CITY OF SANFORD BUILDING::$:;.IR15. •PRE..VENTION AERMITVA-PPLICATION Applkati.o Docu•><riented :ConstruEtiob••vJllue: $ ' s f • Job Address': "_ ''a-, , Histpric.)]istrict (es.0'•Vo Parcel' ID: Re§iden'tQ 'Comineccial Type 0.f *ock:1ew.Addition•D A_lterationG •Repai e1no;0 Change acfJse,Q. Move Description of Work`s:I--5 "It. 0.0,- ' i' Plan Review Contact:•)F'ierson:.Title: Phone: _`tti-1-S;OpI: Fax :4-(-E B_2>253 Email: h e.c ,,;ems., Prdperty Owner Mformaflon Name 1(2I,1 Street: -• l City, State Zip: Name • ' a •-T Street- 1J13 City, State Zip: Phone: r Resldent•of property? _ 3 all "' X VCori 1oi information rsLO FaY: loi= 8 3.f` State License No- I Architect/Engineer Information Name: Phone: Street: City, St, Zip: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR•• IMPROVEMENTS TO YOUR PROPERTY. A NOTICE .OF. COMM•E•NCEM•ENT 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. w ""l'..at a btaiers-perttritto-do-the-work-o fy-tharrt r itfSi t18titT" nas- 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, n3, wellsooll,r furnaces, boilers, heaters, tanks, and air conditioners, etc. 10 N FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: S"' Edition (2014) Florida BuildingCode Re d:June30.201S Pecmit9pplication -- — -- — N• , O=j In•addition to the •requiicmenfs.of this permit, there may be additional restrictions applicable to this property that-rpay •bie found ifr* public rt:Cordsdf this 6opttty,, and there maybe additional permits required from other governmental entities- such as water management districts, state agencies. or federal agencies. Aboeptance.of:perrtrit is verificatio that I wi11`:notify tlit: o*hei of the property of the requirements of Floridd Lien Law, FS y13. 1 ' The'City,of.Sanford requites•ptiyment of a plan.rpvi6W fee at the.tim' 'ofpermit.submittal. Acopy. of the executed contract is required in order;to i:aleulate a plan revtew chargb and, will bb considered the estimated construction value of the job at the time of submittal. The acttu' 1 construction. value will be figuitd'based on the current •ICC Valuation Table in effect at the time the permif'is issued, in . accordance with local' ordinaricE. Should Calculated charges figured off' the •executed• contract exceed the actual consfnirdtion value, credit will be,appl•ied: tp yotir:pe;mit.fee$ when•thepermit is issued. OW1 lr'.S'AFFIDA vfr- xieertify t>#at g11•of the fdregoin'g information is accurate iat work will: be`done in compliance with.all• applidable•Jnws regnlagh6donsquction avid zo g.- , SignjtweofOwner/Agent Data si • ot.C6ntr26or1Ai&t• Print OwnedAgent's Name t Contractor/is Name Sigwzurc.of Notary -State of Florida Date, , Signature of No ry-State o Florida Date v" CHERYL D AKERSN MY COMMISSION g FFOM62 r EXPIRES June 05.2020 15] Ftofea buirySm Ace.mm Owner/A$ent is Personally •Knovm to Me: or ContractorlAgent is _Personally Known to 14e or Produced ID Type of iD Produced ID Type of ID BELOW IS FOR, .0MCE USE ONLY Permits Required:. Building Electrical o Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] NO # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:. UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Reaised:.Juna10 2r41.5--- — — -- —— P it:tppliti•:n' - - • i STATEWIDE 1-888-831-2665 David Weekley Homes 225 S. Westmonte Drive, Suite 3300 Altamonte Springs, FL 32714 jDEL -AIR State Cert CAC032448 NEA1013 •AIR CONORIONING Revised Date: January 19, 2017 Phone: 407-865-8210 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE - 34' COTTAGES PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT TOTAL CONTRACT PRICE GOODMA LIGHT COMBOS(CARRIER) PRICE 74,97 2.5 14100- 8 2 0a 4/0 6;449!00 6,250.00 6!4 5 6,260.0074982.5 14.00 8.2 7499 2.5 14.00 8.2 4/0 6,189.00 6,199.00 REAGAN POINTE-40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT TOTAL CONTRACT PRICE GOODMAN LIGHT COMBOS PRICE CARRIER 7510 3.0 14.00 8.2 4/0 6,850.00 6,832.00 7511 3.5 14.00 8.2 4/0 7,044.00 6,995.00 7512 3.0 14.00 8.2 4/0 6,978.00 6,960.00 7513 3.0 14.00 8.2 4/0 6,758.00 6,740.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Heat Pump (see Carrier and Goodman prices above) Cust Initials I1VAC STATF. CFRT. I.IC 1 CAC032448 531 CODISCO WAY Saelard. Fl. 32771 407.) 333-0001. --- - - - - AVW%%.ddUi1'.c0111 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001587 Date 8/20/18 Application pin number . . . 125763 Property Address . . . . . . 4608 TAMPICO WAY Parcel Number . . 22.20.30.520-0000-0320 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 222692 Application desc noc on file need new card Owner Contractor DAVID WEEKLEY DAVID WEEKLEY HOMES C/P TRACY 225 S WESTMONTE DR STE 3300 407) 865-8208 ALTAMONTE SPRINGS FL 32714 407) 865-8200 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SOUARE FOOTAGE 2158.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1071737 Permit pin number 1071737 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 8/20/18 Valuation . . . 7497 Expiration Date . . 2/16/19 Oty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Utilities provide by Seminole County Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 50.00 01-APPLCTH FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 894.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 i DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001587 Date 8/20/18 Property Address . . . . . . 4608 TAMPICO WAY Parcel Number . . 22.20.30.520-0000-0320 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1071737 Permit pin number 1071737 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MH01 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL _/_/_ CITY Of SFORD FIRE DEPARTMENT Biti/ ding A Fire Prevention Division PERMIT APPLICATION Application No: 16— t56-+ Documented Construction Value: S 7500 Job Address: 4608 TAMPICO WAY Historic District: VesF—]NoF—1 Parcel ID: Residential Commercial Type of Work: Ne,12 Addition[:] Alteration Repair Demo Change of Use i\9ovc Description of Work: NEW SINGLE FAMILY HOMES CONSTRUCTION Phone: Fax: Email: Property Owner Information Name DAVID WEEKLEY HOMES Street: 1111 NORTH POST OAK ROAD City, State Zip: HOUSTON, TX 77055 Name BRIAN SPEGAL Phone: 713-963-0500 Resident of property? : Contractor Information Street: 1767 BENBOW CT City, State Zip: APOPKA, FL 32703 Phone: 321-256-1234 Fax: 321-250-2304 State License No.: CFC1428683 Architect/ Engineer Information Nance: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COt 1 tEN'CEi%IEN'I' i%IAI' ItESUI.l' IN YOUR PAYING TWICE.. FOR INIPROYEMENTS TO YOUR PROPERTY. A NOTICE OF COi\• NIFNCENIENT -•IUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST IN'SPEcTiON. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI.1.11 YOUR LENDER Olt AN A'1-1'ORNEY BEFORE RECORDING YOUR NOTICE OF COiltINIENCEMENT. Application is herehy made to obtain a permit to do cite work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pennit 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, tells, pools, furnaces, boilers, heaters, tanks. and air conditioners, etc. FBC 105.3 Shull be inscribed with the date of application and the code in effect as of that date: 6'h F ilitintt (21117) Florida Building Code Revised: January 1. 201% Permit Application 14 I\O'I'ICI:: In addition to the requirements of this permit. there may be additional restrictions applicahle to this property that ntay be found in the public record% of this cciumy, and there Inay be additional permits required from other govenuuentul entities such as water nlanacr:ntent districts, state agencies. or federal agencies. Acceptnnee of permit is verification tliat I will notify the owner of the property of the requirements of Florida Lien Law, FS 71.3.. The City of Sanford requires payment ol':r plan review lee at Cite time ol'pernlit bubinittal. A copy of the execttted connnct is required in order to calculate it plan review charge and will he considered the catinimetl construction value or tits job at the title of submittal. The aclual construction value will he figured hased on the current [CC Valuation Table in effect at lite time the penuit is iuucd, in accordance with local ordinance. Should calculnied charges figured oil' the executed contract exceed the actual construction v:due, credit will he applied to your pennit fees when the pennit is issued. OWNER'S AFI:IDAVI'1': 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. 06 si8nature of t rwacr/Aeenl Date CiL n itw c of Ccunia:rur/Ageai D tt: Prins f.1unet/Agent's Nante Signatutc of NotarrSiatc of I•loridc Oat: izlal l St,lrt Print Cantr ctar/Agent's Nunta XEVIN AL CLARK at;: Notary Public • State of Florida i/v C:'rnmi%%ion A GG 21e823 rsy Comm. Empire%Ain 12. 2021 Bonded through national Notary al%n. Owner/Agent is Personally Known to hoe or Contractor/Agent is Personally Known to Mc or Produced 1D Type of ID Produced iD Type ol'ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing o/ Gas[] Roof'[] Construction 'Type: Occupancy Use: Flood Zone: Total Sy Ft of Bldg: Min. Occupancy Load: It of Stories: New Construction: Electric -» of amps Plumbing; - # of Fixtures 14 Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of I•leads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Itevised: January I.2018 V:r:nn Application