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2370 Blue Grouse Ln 17-12736; NEW SFH
kzn Documented Construction Value: S Job Address: L Parcel ID: Historic District: yesEl NoE] Type of Work: Ne Residetitia!jq Commercial 11AdditionalterationElRepairDDemo [I Change of Use El move El Description of Work: Plan Review Contact Pei -son: Title: Phone: Fax: Email: Property Owner Information Name 11-41 "1 Phone: ILL— Street: j Resident of property? E_L11 City, State Zip:,. N Contractor Information Na Phone: Fax: City, State Zip:\, X State License No.: Arch itect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COINIMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT INMUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION, IF YOU INTEND To OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMINIENCEMENT. Application is hereby made to obtain a permit to do the work- and installations as indicated. I certify t1rat on work or installation hascommencedpriortotheissuanceofpermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate pernlit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F13C 105.3 Shall be inscribed with the date of application and the code in effect as of tb. at date: 51h Ldition (2014) Florida Building Code Revised: June 30, 2015 Pemia Apphatioij em NOTICE: In addition to the requirements of this permit, there nray be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of lorida Lien Law, FS 713 The City of Sanford requires payment ol'a Plat, review fee at the time ofpcourt submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthTheactualconstructionvaluewillbefiguredbasedonthecurrentJCCValuationTthableineffectatthetimee time of submittal. e permit is issued, in accordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, creditwillbeappliedtoyourpermitfeeswhenthepermitisissued, OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature Of Owner/Agern gate Print Owner/Agoit's Na--nie Signature of N<xury-State of F iortda kite Owner/ Agent is -- Personally Known to Me or Produced ID -- Type of ID ____ 9na Ore 0 Onn-actovAgern ")3tv, Prifli,' Contractor/Agent's Name Signature L , k-- Signiiturc ot'notary-State OfFlonda Date, PAY- A Contractor/ Agent is personally Known to Me or Produced ID vi>e of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building El Electrical [] Mechanical E] Plurnbing[] Gas E] RoofEJ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: Ne- w Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 No ED # of Heads —_ Fire Alarm Permit: Yes [] NoE] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: ---- FIRE: BUILDING: COMMENTS: Revised June 30, 2015 Pentut Application Revision Response to Comments 0 Permit Project Address: Contact: Ph Submittal Date City of Sanford Email: 'S4 ct-4-4 Trades encompassed in revision: Ge-neraj description of revision: Building --------- Plumbing L, "t 11 Life Safety 0 Waste Water ROUTING INFORMATION Department Approvals El Utilities El Waste Water El Planning El Engineering El Fire Prevention 0 Building 8/17/20W Florida Building Code Online 3CIS Horne Log In User Registration not topics Submit Surcharge Stars & Facts Publications FBC Staff BCLS Site Map Links Search dbProduct Approval USER: Public Userk- A100) pr F,r tSstw-,.Lc U)lLs t I Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Rhino Linings Corp 9747 Businesspark Avenue San Diego, CA 92131 479) 435-0446 jschmidt@rhinolinings,corn Jennifer, Schmidt (Rhino) jschmidt@rhinolinings.com 3ennifer Schmidt 9747 Businesspark Avenue San Diego, CA 92131 479) 435-0446 jschmidt@rhinolinings.corn A - Roofing Cements -Adhesives -Coatings Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 PRI Construction Materials Technologies, LLC 02/09/2018 John W. Knezevich, RE Validation Checklist - Harccopy Received FL21842 ------ RO COI 2017 01 CO rn n, f 5Aandard, ASTM D6694 Year 2008 https://www,floridabuilding.org/pr/pr—app_dtl,aspx?parai-n=wGEVXQwtDqufj9QzTt6YQr53gSSd3h98wGyh7kWDss`/`2f54ByYCTpOlg%3d`/`3d 1/2 8/17/2Cr,#7 Product Approval Method Florida Building Code Online Method I Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/10/2017 02/15/2017 02/18/2017 04/04/2017 FL # Model, Number or Name Description 21842A DuraTite Roof Maintenance Coatings Silicone based roof maintenance coatings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use, Installation Instructions NL.2t£42 R Q_LI 2 Q 17 E I NAL-F _B±L — RUiQA- Q FL_21£42,pdf Verified By: Robert Nierninen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL2 i-84211 RO 2017 02 FINAL L-_Af-_ _L_RRI() _j_LLL-EIZ- 1 _84 2 p d f Created by Independent Third Party: Yes I'' Contact Us :: 2601 Bid,, Stone _Road Tallahassee FL 3Z399 Phone:_850-487-1824 The State of Herida is an AA EEO employe,. f.o , r, ht 2007-_2013 S ate of Flow, :: Erry y Statement :: &rcv i ),H' S aterne[ij Refund Statemq t Under Florida law, ennad addresses are public records. If you do hot want your e-mail address released in response to a public -records request, do not send electron-c mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455,275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter, 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If You do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: M a] M [Ed 0 Credit Card Safe https: llwww. floridabuilding,orglprlpr_,app_dti.aspx?param=wGEVXQwtDqufj9QzTt6YQr53gSSd3ii98wGyh7kWDss%2f54ByYCTpOlg%3d%3d 2/2 M " IAMIZAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Rooin 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwivaniamidade. =ov/ec MM Lornanco, Inc. 2101 West Main Street fNIQ „tit 0 JacksoR nville, A72076 SCOPE: RE I ION This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miarni-Dade County Product Control Section in Miami - Dade County) and/or the AHJ (in areas other than Miarni-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miarni- Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) 17-12' 74 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following I "nstatement: "Miami - Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered at -ter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT: T: ' TheNOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done ill its entirely. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA renews NOA No. 15-083 1 .07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 RoOFING COMPONENT APPROVAL C La t e,- o _ry. Roofing Suh:Categorx- Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: rest Product Product Dimensions specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS I OO(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0,025" roof ventilation system with a 65' diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation systern,,vuh a 83" diameter opening. Model 750-5 16" x 20-51/16" x 5" TAS 100(A) Embossed alurntrunu static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 83" diameter opening, Model 750E 23" x217-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0,025" roof ventilation system with a 8,3" Idiameteropening. Model 770 16-5/8" x 22-3/8" x 6!' TAS 100(A) Embossed aluminuiri static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation systern with a 9,75" diameter opening. MANUFACTURING LoCATtON L Jacksonville, AR EVIDENCE SUBMITTED: Test -Agglicy Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I OO(A) 03,1116/95 PRI Construction Materials LOM-013-02-01 TAS I OO(A) 05/21/07 Technologies RRWA-001-021-01 TAS 100(A) 07/28/15 NOA N'o.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles, Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throatZ- opening, Starting at the drill hole; cut vent hole along the scribed circle, Z Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles Nvith at -row pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1`/4" aluminum annular ring shank nails. With the first nail 1 '/'4" from roof louver end and a minimum of 6" o.c, at the front and backside of louver vent parallel to the ridge. And with the first nail 1!/," from roof louver end and a rninirnum of 8" ox, at sides of louver vent perpendicular to ridge, keeping heads of nails tinder shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement, Ridge Shingle: N/A, Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 CM1AM1MTADMEC=0UNTY NOANo.: 16-0510.28 UMMMO Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 4 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the scarns. Center the vent hole between rafters and maximum IS" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point, scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the searns. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply 1/" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant 410-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LimrrATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3, Lornanco's Model 730,750.750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet, 4. Lornanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. M ON A N o.: 16-051 O, 2 8 M ICA M I t[ AD... COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DE,-rAlL DRAWINGS 700 SERIEs LOUVERED Rom- VENT MM 17tTEm "COOIT ExNOA No: 160M28 uum7paonDae:0/62 Approval Date: 06/30/16 Pays of 9 DETAIL B 750 SERIES LOUVERED ROOF VENF NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Pa-e 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FORMETAL PANEL INSTALLATION OF 750 RKWHIMM NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30116 Page 7 of 9 DETAIL C 750-S SFRIFs LOUVERED RooF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 750-E SERIEs LOUVERED ROOF VENT END OF THIS ACCEPTANCE MCI AM IntDAMD EMC 0 U =NT Y NOA No.: 16-0510.28 muuExpiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 an L IMHERIEW F,, III Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Project Name: -C V, t-, PrqjectAddrcss: Building Permit Electrical Permit 4' In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: L This Tug/Pre-power application is valid only for one -and two-farnily dwellings. 1 The facility will not be occupied until a certificate of occupancy has been issued. 1 If the jurisdiction hereafter finds 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 that 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% complete unless specifically approved by the electrical inspector. 5. Interior electrical roams shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AIIJ). The licensed 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 itiaxinium of 180 days from date of approval, T If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCl outlets only. 9. Check with the local jurisdiction for fees associated with tugs. MZ= Print Name of Q,,wiWr/Tenant Signatur CCywnerlTenant JURISDICTION EMPLOYEE NAME: air of Gcn, Contractor Signature of Gen. Contractor COC 2W_ Gen. Contractor License # 5 Y-1 r Print Name of Fl. Contractor L-7 Signature of El, Contractor El, Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on Rev, 02/10/15) LAtS - OS-70 -Io4axv*,jc 1Fo1CITY OF SANFORD g 01111RBUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7 Documented Construction Value: $ Job Address: Historic District: Yes Nox Parcel ID: ResidentialN Commercial 11 Type of Work:, New Addition El Alteration El RepairEl Ike raoEl Change of Use 11 move 0 Description of Work: L Plan ReviewContactPerson: Title.1 MA__CXnCCA J mail-. 0- 0 Phone: 146- 1 Fax: Email: Property Owner Information Name Phone: Street: Resident of property? : —NO-- City, State Zip: Name Phone: Street: Fax: Lb State Zip: City, StateLicense No,: Architect/Engineer Information Name: Phone: Street: Irnn Fax: City, St, Zip: E-mail: Bonding Company; Mortgage Lender: Iffift WAR1 ING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RE CORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT _k1 FINANCING, CONSUL'r WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5"1 Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application Lkcb - QZ—Ac! NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional perntits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. Al copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the tine of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information Is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S1. I -.1-1-f0vaicr/Agent Date Signature of Contractor/Agent ata Robert Willetss Print Owner/Agent's Nanic Print Contra otor-rA Signature of Notary -State of Florida Date or to e CRY CQMi(SSIt}N Fr 59 19 fiters Owner/ Agent is — Personally Known to Me or ContractorlAgent is Personally Known to Me or Produced ID — Type of ID Produced ype of BELOW IS FOR OFFICE USE ONLY Permits Required: Buildinglo" Electrical [J' Mechanicalla" PlurnbingE[ Gas[] Roof[] Construction Type: q 16 — --------- - Occupancy Use: '*mil Flood Zone: 1( Total Sq Ft of Bldg:Lj—Min. Occupancy Load: #of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit. Yes f—] No [3""' # of Heads — Fire Alarm Permit: YesE] No APPROVALS: ZONING: &,# WATER: z" ""IUTILITIES: WASTE ENGINEERING: lrvFIRE: BUILDING: COMMENTS: Ok to construct Single Family home with setbacks and impervious area shown on plan, c k ' A?, I y le,, ve,',i+,' T Revised: Juac 30, 2015 peralit Application L-c5A- 9b f0 -W0mNSi' Application No. - Documented Construction Value: Job Address: Historic District: Yes El Nox Parcel ID: Residentia,l Commercial El Type of Work:, New C4 Addition El Alteration El Repair El Demo El ChauLze of Use El 14,ove 10 Description of Work: Plan Review Contact Person: P h o i i e: Fax Email: Property Owner Information Name l Phone: Street: P Resident of property? a_Ao'_ City, State Zip: LrN4X Contrar.tor Information Name Phone: Street: Fax: City, State Zip: State License No.: ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: Fa Bonding Compally: —WfA— Mortgage Lender: Application is hereby made to obtain a permit to do the work and installations as indicated. I ccrtif that no work or installation has in this jurisdiction. I understand that A separate, permit must be secured for electrical work,, pluxublog, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application Lounu, ul tilt; PUDLIC recoms m aus uUmityl arm attar 1116Y tyu a0vor management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Licit Law, FS 713. ri,q-,Akeg,ynrmt it Opw#&r Q"e"LA-itnA-%QWhWie&L The actual construction value witl be figured based on the current ICC Valuation Table in effect at the time the permit, is issued, in accordance with local ordinance, Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. O"ERIS AFFIDAVIT: I certify that all of the foregoing information Is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of0wner/Agcut Date Signal, r. fContrad.,/A Sont aic Print Ourncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID — Type of ID Iit 5= a Contractor/Agent is Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY' Permits Required: Building] Electrical E] MechanicalE] Plumbing E] Gas E] Roof] Construction Occupancy Use: Flood Zone: )<-5EE N—% -V Ar-lie'O Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction. Electric - # of Amps Plumbing - # of Fixtures_ Fire Sprinkler Permit: YcsE] No #ofHeads — Fire Alarm Permit: Yes E] No APPROVALS: ZONING: )UTILITIES: w 4- 2-z- r _,Le 6' WASTE WATER: ENGINEERING: " C& 15 FIRE, BUILDING: — COMMENTS: — Ok to construct Single Family home with setbacks and impervious area shown on plan, 9(,. (o% 1- ayiisscL, T, Gaviotge Le-P4 Revised: Juno 30,2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FI., 32772 2017 Residential Permit Fee Calculation Form 1,,#c?ctivc Februan, 20 17 August 201 BP# 17-12 74 2370 Blue Grouse Lane Type of Construction: V13 SQUARI-1- FOOD AGE OF RESIDENCE, LESS GARAGFI: 161 ) square feet SQUARF, FOOTAGI: OF (JARAGF, ONLY: 4I2 square feet SQt ARE FOOTAGE' OF GARAGE AND RESIDENCE: 2tI31 square feet Dollar Valuation of Work: F---------$202,900.15] State Fee: 1 $62.82 Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 25.001 08-.7-01 Bath Tubs 2 Sinks 1 Drinking Fountain-- Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Breakers 1Vacuum Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 2 Laundry Tubs Water Heaters Lavatories 2 Water Piping Pool Piping Water Softener Total Plumbing Fixtures - 15 Permit a 7- 1274 ss® 2370 Blue Grouse Lane Structure Infonnation Construction Type: VB Occupancy Type- R3 Roof Type- Shingle Flood Zone: None Number of Stories: I Number of Bathrooms: 2 Square Footage: 2031 Plumbing Fixtures: 15 Fire Sprinkler System- No Fire Alarm.- No Occupant Load: 11 THIS INSTRUMENT PREPARED BY: Name; Starlight -Homes FL, PLC Address: l (°iNLOY Y, a[ ['! 110L.E- C:0U1-4'I-,t• i..1, RK. Of' C: fi,C:I-JTT COURT ? NOTICE OF COMMENCEMENT C:UM S 2017!_I6081-17 Gf ) I"k, D I -- D l:E6i':i.rl. ,.+,-l:I., Il+;• , ! I State of Florida r' E K' tl=.f;CIF'CiiiECi FEG 1.t 1„Ist l I' Ef County of Seminole Permit Number: i"1-1 Parcel to Number: 17-20W31-501 w0000- 6yV 30 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 7,113, FloridaidStatutes, the following information is provided in this Notice of Commencement. Q5 PJJON CaCOUOPErTY ( ri OrQ t' Lof f e ty0and trPet address if available) Lie t TT\ Name: Brisson Investments, LLC Fee Simple Title Holder (if other than owner) Name: N/A Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200 Roswell GA 30076 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: N/ A Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713. 13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE. NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Und7penalties =c lare that 1 have read theforegoing and that the facts stated in it are true to thlief.Larry Gale Owner' s Printed Name Fsign the notice of commencement and no one else may be permitted to sign in his or her stead,' 6 State of County of The foregoing instrumen, was acknowledged before me this day of—QU 20 by ^ ( Ui(ho is ersonally known to me Name 4 person making statement OR who has produced identification El type of identification produced: CHRISTINA M. LEE Commission # FF 15819(4T- QOraPd ', tiN TtGy Fy i[t.; t 33i-,Gty ri rl..t.0NotarySignature Revision 0 Xesponse to Comments 0 Permit # n- aig Project Address: Submittal Date_ 6-00- Contact: Ph: --40 A, L4 -7 - F31 (P -7 Fax: Email: aryw'.nivir Trades encompassed in revision: I 0 Building El Waste Water General description of revision: ROUTING INFORMATION Department Approvals El Utilities El Waste Water El Planning El Engineering El Fire Prevention El Building City of Sanford This letter is a summary of the corrections being submitted per Steve Fiorey's review comments, 2. The electrical floor plan is not consistent with the design of the other plan pages. Please revise accordingly. See front porch for reference. Comment #2- The front Porch is shown extending much further on all other plan changes. All plan pages are required tumatch. a. Revised plans attached 9. The receptacle located opposite side of the kitchen sink is required to be GFC| protected. Please indicate mnthe electric page. FBCIO7.2.1; NEC 21O.8(A)(7) Comment # 2- Comment not answered. Receptacle not designated as GFCl protected at the kitchen a. GFCl Receptacle has been added to plans 10. Please show the location of the electrical service panel (interior and exterior) and service meter on the electrical page for clarification. Also, if the builder is wishing to have T.U.G inspections, a GFCl receptacle is required at the exterior service panel FBC 107.2.1; submittal guidelines (FBC 107.3.5) Comment # 2- The location of the electric meter has been shown, but is designated as 200 amp service, The electric load calculations submitted specify 150 amp service. Please revise the callout on the plan page to match the load calculations. a. Panel location has been added. Designated amps have been revised 12. Cannot read the pipe sizes on the plumbing riser submitted for review. Please revise. FBC 107.2.1; submittal guidelines (FBC 107.3.5) Comment # 2- The riser diagram shows the pipe sizes, however, the branch line to the washing machine is required to be minimum 3 inches. The plumbing riser shows 2 inches. in addition the washing maching VTR is required to be 2 inches minimum. Please revise and submit 2 correct DVVV risers. a. Revised plumbing riser showing 3 inches minimum for washing machine branch line and the VTR for the washing machine is now showing 2 inches minimum. 13. The roof framing plan on sheets SIO and S4.2 are required to show the truss ID's for clarification Comment # 2- The truss plans now shows the truss ID's. The truss placement diagram matches the plans. The truss package does not match either. Trusses are missing from the truss package, as shown on the plan and placement diagram; trusses show incorrect bearing points; trusses are missing from the truss engineering package that will be installed on the home. The truss engineering package and truss placement diagram and truss cleciption on the plans are all 23M= Thank you in advance for your assistance. Should you have any questions, please call me at 407-708-0161. Shayne Mangel Permit Coordinator III ClTYOF SANFORD Bt3u,ja,,'(; AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORn, Fr,oRnm 32772 PnoN,r: 407,688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1274 Date: 05/25/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 2370 Blue Grouse Lane (Lot 45) Contact Email: Sha ne.ManaeI(&st-l;.hfl- escom his is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The conaricrits noted in this review must be addressed More the plans can be approved. Changes to plans shall be Submitted on the same size formal as the original Submittal changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at Provide two copies ( a recled Van sheets andlor 2`1 REVIEW COMMENTS: Orig,inal Comment 1 The Electric Floor Plan is not consistent with the design of the other plan pages. Please revise accordingly, See Front Porch for reference. FBC 1072.1 2`1 Plan Review Comment Comment not answered. The front porch is shown extending much further on all other plan pages. All plan pages are required to match. This was directly requested in the initial comment. Oriyfinal Comment 9. The receptacle located opposite side of the kitchen sink is required to be GFCI protected, Please indicate on the electric page. FBC I07.1 1 -NEC 210.8(A)(7) 2"' Plan Review Comment Comment not answered. Receptacle not designated as GFCI protected at kitchen island. Original Comment 10. Please show the location of the electric set -vice panel (interior and exterior) and service meter on the electrical page for clarification. Also, if the builder is wishing to have T.U.G. inspections, a GFCI receptacle is required at the exterior service panel. FBC 107.2,1; Submittal Guidelines (FBC 107.3.5) 2"" Plan Review Comment The location of the electric meter has been shown, but is designated as 200 amp service. The electric load calculations submitted specify 150 amp service. Please revise the callout on the plan page to match the load calculations. Ori2mal Comment 12, Cannot read the pipe sizes on the Plumbing Riser submitted for review. Please revise. FBC 1072, 1, Submittal Guidelines (FBC 107,3,5) 2 " d Plan Review Comment The riser diagram now shows the pipe sizes, however, the branch line to the Washing Machine is required to be minniluill I in ches. nches. '-file plumbing riser shows 2 inches. In addition the Washing Machine VTR is required to be 2 inches minimum. Please revise and submit two correct DWV risers. FBC P406.2 Original Comments 13. The Roof Framing Plan on Sheet S3.0 is required to show the 'Truss ID's for clarification FBC 10721 - Submittal Guidelines (FBC 1073.5) 14. The Truss Placement Diagram from the Truss Manufacturer does not match the truss layout (truss locations) on the plan page. Please submit two (2) accurate 'Truss Placement Diagrams for review. In addition the 'Truss Placement Diagram is flipped (house orientation). FBC 107.2.1. Submittal Guidelines (FBC 107.3.5); FBC 2303 A2 2"" Plan Review Comments The Truss plan now shows the truss ID's. The Truss Placement Diagram matches the plans. The Truss package does not match either. Trusses are missing from the truss package. as shown on the plan and placement diagram-., trusses show incorrect hearing points; trusses are missing from the truss engineering package, etc. Please submit two (2) copies of a valid Truss Engineering package that will be installed on the home. The Truss Engineering package, truss placement diagram and truss depiction on the plans are all required to match. Ariv error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances ofthis jurisdiction. 4 ice rrzeetiu s with the taus exaraeiuer tc discuss carurneuts will ref airs au a reriutrazeut array: fed h haue ar eruail rirar to at. Respectfully, Steve Fiorey, ('130 Residential Plans L'Aaminer 2- Perrnit# I - VA11A-7q9SubmittalDateProject Address: Contact: Pli: --4t[ L--- 0A1-f Fax: Ernall: Trades encompassed in revision: dwilding 11 Plumbing lwon El Waste Water City of Sanford Bung & Fire Prevention Division Ph: 407.688. 5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING . INFORMATION Department Approvals Cl utilities El Waste Water El Planning El Engineering El Fire Prevention 7 Building ""I") mqof - CFFN OF SANFORD BuILDING ANo FIRE PREVENTION DiVISION 300 N. PARK AVENUE SANFoRu, Fi,ORMA 32772 PHONE: 407.688.5150 FAX: 407,688,5152 PLAN REVILW COMMENTS Application Number: 17-1274 Date: 05/25/2017 Project Description: New SFR Contact Name: Sbayne Mangel Job Address: 2370 Blue Grouse Lane (Lot 45) Contact E-mail: Sba% ne.Man-eVa starholitbotnes,com This is general overview for code compliance in accordance with the minimum plan rcvie-,v required by the Florida Building Code. It is not a complete detailed revic\N. The comments noted in this reviev, must be addrcsscd before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal - changes in letter form arc not permitted. All references to F13C Chapter I are as amended by City of Sanford ordinance viewable on our website at v ww,.,,,ant`ordt1.&1, Provide two co vies o(a (ectedL)Ian sheets andlor be acce ted without two codes. COMMENTS: 1. The City of Sanford is located within the 139niph (Ultimate) 108mph (nominal) wind speed area for Risk Category 11 structures. The plans have been designed for 136 mph. Please revise the plans as they are required to be designed to meet the required wind speed for the City of Sanford, without interpolation. FBC 102.9.2; Submittal Guidelines (F13C 107.3.5) iY j The Electric Floor Plan is not consistent with the design of the other plan pages. Please revise accordingly. See Front Porch for reference. )*, o,,,r 1,29 a,_c4_,eFBC107.11 3. The index on the cover page is not consistent with the actual pages submitted. The index shall include only the attached pages. F13C 107.2.1 4. Plan page FLE 1 .0 shows all "Option" for a covered porch. Structural Options such as this need to either be incorporated fully into the plans or removed from the plans for clarification. Again, plans must be lot specific. FBC 1072.1 5. All code references on the plans must reference the current code in effect- the 2014 Florida Building Code. There are references to unknown codes on the plans that need to be identified to either be ill accordance with the 2014 FBC or revised Examples: Page FLAO, 1.2 "NCRC",- Page FLA5.2.1 "CBC-) FBC 1072,1 6. Please provide two (2) copies of a Set -vice Riser Diagram indicating the service size and the bonding to the footer steel, in accordance with NEC 250.50. FBC 107.2.1 : Submittal Guidelines (FBC 1073.5) 7. Please provide two (2) copies of an Electrical Load Calculation, in accordance with NEC Article 220 FBC 107.11 ; Submittal Guidelines (FBC 107.15) 8, A disconnect is required for the A/C condenser. Please indicate on the electrical page of the plans. FBC 107,2 . 1; NEC 440. 11 fhe receptacle located opposite side of the kitchen sink is required to be GICI protected, Please indicate on the electric page, FBC WTI 1 NEC 210.8(A)(7) A/ r" C9 4 10 Please show the location of the electric service panel (interior and exterior) and service ructer on the electrical page for c arification. Also, if the builder is wishing to have T.U.G. inspections, a GICI receptacle is required at the exterior service panel. 1, BC 107,2.1 . Submittal Guidelines (FBC 1073.5) Do A* !> I I. Please place a note on the electrical page of the plans that all smoke alarms/carbon monoxide detectors/combo units must be hard- wired, interconnected and provided with battery backup. FBC 107.2.1; Submittal Guidelines (FBC 107.3.5), FBCR R314.4, R31T5 & R315.1.I nnot read the pipe sizes on the Plumbing Riser submitted for review. Please revise. I C IOT2.1; Submittal Guidelines (FBC 107.3.5) U/'wf 31, v,'rw_ Z 0 The Roof Framing Plan on Sheet S3,0 is required to show the Truss ID's for clarification FBC 1072.E Submittal Guidelines (FBC 107.3.5) 14. The Truss Placement Diagram from the Truss Manufacturer does not match the truss layout (truss locations) on the plan page. Please submit two (2) accurate Truss Placement Diagrams for review. In addition the Truss Placement Diagram is flipped (house orientation). FBC 107.2.1; Submittal Guidelines (FBC 107.3.5); FBC 2303.4.2 15. Please revise the plot plan and resubmit two copies - the plot plan is required to show the location of the AFC pad. FBC 107.2.1, Submittal Guidelines (FBC 107.3.5); FBC 107.2.5 16, The " Owner/Agent" information on the cover page of the Energy Calculations is required to be signed. Please resubmit two (2) copies. r FBC 107.2.1; 2014 Florida Energy Conservation Code RI01.5.1.1.1 17. 'The Builder is required to sign and completely fill out the EPL, card located within the Energy Calculations. Please resubmit two 2) copies of a signed EPL card. FBC 1072.1, 2014 Florida Energy Conservation Code 4013 18. The Product Approval package is a complete submittal, however Product Approval packages are required to be lot specific. The submittal for the exterior door includes door specification for both inswing and outswing doors when only an inswing door is being installed. Also the sliding door submittal includes a 2-panel and 3-panel door when only a 2-panel is being installed. In the future please verify the products submitted are specific to the home. No action needed for this comment. Inconiplete Review. No Structural Review Conducted. Missing and Inconsistent Information** Any error or omission in this plan review shall fallnotbeconstruedtograntapprovaloanyviolationoffanyotheadoptedcodesornrunicipalordinancesofthis jurisdiction. CF ice rozeetisz xs wittc the xfarzs axacatstc r tc ctesecrss cronrrrPen s wdll roc wire an a lnintFnerrt curare ccP b thorc etr errtaii arfar ttr arrival. Respectfully. Steve Fiorey, C130 Residential Plans IAannner f t 7, OW-' 5 Old uhnu_ DA) pt*plts) r 2- June 7.2017 Re: Wyndam Preserve Lot 45 This letter is a summary of the corrections being submitted per Steve Fiorey's review comments. 1, The City of Sanford is located within the 139mph (ultimate) 108mph (nominal) wind speed area for Risk Category Ustructures. The plans have been designed for 13Gmph. FBC 102.9.2 a. We have re-evaluated the model to meet the minimum design wind speed of 139 mph. Notes on sheetSO. 0 have been revised to read "140 MPH- Exc[" and the ^VVindow& Door Ultimate Wind Pressures" schedule has been revised to meet the required design wind speed. 2. The electrical floor plan is not consistent with the design of the other plan pages. Please revise a. Electrical floor plan revised 3. The index on the cover page is not consistent with the actual pages submitted. The index shall include only the attached pages. FBC 107.2.1 4. Plan page FLE1.0 shows an "option" for a covered porch. Structural options such as this need to either be incorporated fully into the plans or removed from the plans for clarification. FBC 107.21 a. The covered porch option has been removed from the plans 5. All code references on the plans must reference the current code in effect- the 2014 Florida Building Code. There are references to unknown codes on the plans that need to be identified to either be in a. References have been updated to reflect current building code 6. Please provide two (2) copies of the Service Riser Diagram indicating the service size and the bonding to the footer steel, in accordance with NEC 250.50 FBC107.2.1; Submittal Guidelines (FBC 107.3.5) 7. Please provide two (2) copies of an Electrical Load Calculation, in accordance with NEC Article 220 Fll rll a. Electrical Load Calculations attached 8. A disconnect is required for the A/C condenser. Please indicate onthe electrical page ofthe plans. FBC a. Disconnect has been added a. GFC|Receptacle has been added the electrical page for clarification. Also, if the builder is wishing to have T.U.G inspections, a GFCI receptacle is required at the exterior service panel FBC 107.2.1; submittal guidelines (FBC 107.3.5) a, GFCl outlets are located correct distance from sinks 11. Please place anote onthe electrical page mfthe plans that all smoke alarms/ carbon monoxide detectors/combo units must be hard -wired, interconnected and provided with battery backup. FBC 1D7.2.1; submittal guidelines (FBC1O7.3.5), FBCRR314.4, R314.5 & R315.1.1 a. Note has been added- submittal guidelines (FB[lO73.5),F8CKR3l4.4,R324 5&R315A.l 12, The plumbing riser submitted for review ls required to show all pipe sizes and VTR sizes. FBC 107.2.1} submittal guidelines (FBC1O7. 3.5) a. Revised plumbing riser showing all pipe sizes, 13-The roof framing plan unsheets S3.Dand S4.2 are required toshow the truss |D'sfor clarification FGC 107.2.1; submittal Guidelines (F13C 107.3.5) a. Roof framing plans on the sheets referenced above have been updated to show the truss ID's 14. The truss placement diagrams from the truss manufacturer do not match the truss layouts nnthe plan pages. Please submit two accurate truss placement diagrams for review. FBCIU7.2,1;submittal guidelines (FBC 107.3.5); FQC 2303.4.2 a. Truss placement diagrams from the truss manufacturer have been revised by the truss manufacturer tomatch the truss layouts unthe plan pages 15. Please revise the plot plan and resubmit two copies- the plot plan is required toshow the location of the A/C pad FBC1O7.2.1; submittal guidelines ( F8C107.3.G); FBC 107.2,5 o. Revised plot plans showing the A/C pad 16. The "Owner/ Agent" information on the cover page of the Energy Calculations is required to be signed. Please resubmit two copies F8C1O7.2.1; 2014 Florida Energy Conservation Code R1U1.5.1.1.2 a. The Energy Efficiency Code page has been signed a. The EPL card has been signed Thank you in advance for your assistance. Should you have any questions, please call me at 407708-0161 ShayneMange Permit Coordinator 1OO4Greenwood Blvd. Suite 124 Lake Mary, Fi32746 K}| 0}H STARLIGHT HOMES —URU\ND0 1O64Greenwood Blvd. Suite 124 Lake Mary, FL32746 Subject: Brisson East/ Wyndham Preserver Permitting Comments Plamupdoted/ or thefollow codes based on review comments on the Architectural plan set F8[ 2O7l1, FBC 1072.4,FB[207I4, FBCIDZI5,NEC440210EC220.52(D) F8R[ R324.4,R3I4.5'R315i2.2 Reference: Addressed the following comments 1. Plans must beasite specific plan set, including lot number 2 Index on cover page should be consistent to the pages present in lot specific plan Set. 1 Remove optional call outs that are not included onlot specific plan set 4. Plans should only reference Florida Building Code 5, Call our A/C condenser disconnect 6. Confirm GFOoutlets are located correct distance from sinks 7, Show location of electrical service panel on plan set 0. Expand note on Smoke/CO detector to include "must be hardwired, interconnected and provide battery backup" Per your request vvehave addressed the Architectural reference items unthe enclosed site specific plans sets. Please use the new site specific plan for your resubmittai VVehave revised these commentsand will include them onany future lot specifics plans. If you have any questions or would like any further clarification, please feel free to contact our office. Adam Weaver Vice President ofPurchasing and Starlight Product Development AshtonVVoods-CorponateHeadquarters 14050d Alabama Road, Suite 200 1 Roswell, GA3OO76 20 moulh Mople Sifeet, Swta 150 - Amblot. m1umo ShavneManoe STARLIGHTH(]MES-ORLANDO 1064Greenwood 8lvd,Suite |24 Lake Mary, FL3Z746 Subject: Wyndham East --Lot 45 Mo( lel 1429 Resporise to Plan Review&mneIV5 M& KProject Number 181 17004 Shaync It has come to our attention that the City of Sanford has reviewed the |d referenced above for the Wyndham Preserve/Brisson East community and has issued plan comments based on their review, We have addressed all comments pertaining to the structural design and our response is as follow: 1 The City uJSanford is located within the 138moh iDQmuh wind speed area for Risk Category || structures. The plans have been designed for |36mph. Please revised the plans asthey are required {obedesigned to meet the required wind speed for the City nfSanford, without interpolation, Wehave re-evaluated the model hmmeet the minimum design windspeedof|99mph.Notesonsheet SO.Ohave been revised to read "14OMPH —Exp. C" and the "Window & Door Ultimate Wind Pressures" schedule has been revised to meet the requireddesign wind speed. S.The Roof Framing Plan on SheetS3.0 are required to show the Truss|D's for clarification Roof framing plans onthe sheets referenced above have been updated toshow the truss|D's. 14. The Truss Placement Diagrams from the Truss Manufacturer donot match the truss layout (truss locations) onthe plan page, Please submit two (Z) accurate Truss Placement Diagrams for review, In addition the Truss Placement Diagram is flipped (house orientation). FBC 107.2.1; Submittal Guidelines (FBC 1073,5); FBC 2303, 42 Truss placement diagrams from the truss manufacturer have been revised bythe truss manufacturer tomatch the truss layouts on the plan pages. Uyou have any questions orwould like any further clarification please feel free |ucontact our office. 10mmr, kwe1'n"tghvuc201,77094, eu=" onse°~m-,onmm- -Re,wN,.o=n,7tmtsAo= Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne,mangelPstarlighthomes.com Property Address: 2370 Wax,4fBlue Grouse Lane Property Owner: Brisson Investments, Inc. Parcel identification Number: Not Available - Model Home Phone Number: Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/ Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFIE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) ttt Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept- 28, 2007 The referenced Flood Insurance Rate Map indicates the following: 0 The parcel is in the: 0 floodplain El floodway E] A portion of the parcel is in the: 0 floodplain 0 floodway The parcel is not in the: [Wfloodplain E]floodway The structure is in the: Ofloodplain Ofloodway El The structure is not in the: ] floodplain E] 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# 17-1274 Reviewed by: Michael Cash, CFM Date: May 16, 2017 slamm EARLY START AUTHORIZATION - APPLICATION/ PERMIT Project Name: Project Address: Contractor Name: EnZTZEEMMG8= Date: Lc,-T- `45 City of Sanford and the Owner/contractor listed agree to the following: I . A complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization. 1 This Early Start Authorization is for interior work or other work as determined by the Building Official, 3. Work must comply with any and all other local, state and federal agencies related to the development and construction proposed and compliance with asbestos NESHAP regulations must occur for all demolition work, 4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall be uncovered. S. The contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 5. All subcontractors are responsible for putting then- own permits. 7. Inspections of work for any construction trade will not be made until a permit has been issued for the trade, 3. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the issuance of the required permits shall be at the Owner's/Contractors risk. The Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at the time of building permit issuance, and or prior to Certificate of Occupancy. M The Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease trap, accessible parking and landscaping, may be required at the time of building permit issuance. 11. The Owner/Contractor agree to indemnify and hold the City of Sanford/Agents free and harmless from any and all claims, causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out of, either directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization, whether the liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its officers, agents, employees, or otherwise. 12. If the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the Owner•`contractor shall indemnify and hold City of Sanford/Agents harmless against all judgments, settlements, penalties and expenses, including attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation or administrative proceeding, at the election of the City of Sanford/Agents, the Owner/Contractor shall also defend the City of Sanford. 13. It is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for any act or other obligation to the Owner/Contractor. 14. This Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit. By signing this Early Start Authorization Application, the undersigned acknowledges and agrees to condition I through 14. Contractor Signature Owner Signature Date t t . a r a Jill lill III II 111 111111 1 lillpill A VaTA, fV.-YJ W alkway Including Right -of -Way Use & I 4LXt It www,sanfordil,gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688.5140 Fax: 407,688,5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-cf-way. All requested information below as well as R current survey, site plan or plat clearly identifying the Knowvihall's bell size and location of the existing right—of-way and use shall be provided or application could be delayed. C011ballorayoudiii, 1. Project Location/Address: 2370 Blue Grouse Lane, Sanford FL 32773 2. Proposed Activity: 19 Driveway Walkway L] Other: 3, Schedule of Work: Start Date 7/1512017 Completion Date 9/15/2017 Emergency Repairs 4. Brief Description of Work: Driveway and walkway for SFR Property Owner .') Signature: 'L Print Name: EL Address: 27 N Surnmerlin Avenue, Orlando FL 32801 Phone: Lc:J 18 Fax: Ernall: 112 01 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization, remove said installation/improvemont fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, sterol facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the pDrimittee shall retrieve, relocate and/or repair as necessary at no cost to the City of Sanford lil Such facilities are in the public right-of-way. If the Requester does not continuously maintain the Improvement and area in accordance with rieViQUsly stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requester's expense and, if necessary, file a lien on the Requester's property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, clarnages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the uSo dfthe ity's right-of-way. understand the above statement and by signing this application I agree to Its terms. jo Date: 06121/2017 This permit shall be posted on the site during construction. Please call 407.68&5080 24 hours in advance to schedule a pro -pour Inspection, Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date. Date: Date: Date: Date: 110VOMPUr-luto ROW"Use luriveway,pdf STARLIGHT HOMES - DETACHED Permit # 17-1274 Address: 2370 Blue Grouse Lane BuILDING PERMIT Min.. Max 10 --Found 10 20 Inspection DescriEtion ation/Fonnboard Survey Slab Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 1000 Final Insulation Final Single Family Residence MECHA UCAL PERMIT Min Max 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Docunicuted Construction Value. S JobAddress:- Historic District. VesEj NoD Parcel ID: Residential ElecornmercialEl Type of Work: New ,,-Addition 1:1 AlterationEl Repair E] DernoEl Change of UseEl Move El Descrintion of Work: Plan Review Contact person: L Phone: Fax: emm City, State Zip: Title; Email: c' Property Owner Information Phone: Resident of property? : Contractor Information Natne Phone: Street: Fax: ip- ti City, State "' o 6, -'< :(L', State License No.: C Z. Name: Street: City, St, Zip: Bonding Company: Address: Archit ect/Ennineer Information Pholl Fax- E- rn Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFCOMMENCEMENTMAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MIJST BE RECORDED AND POSTED ON THE 30B SITE BEFORE THE FIRST INSPE(']'ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LFNDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICt, 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 as 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 % ith the (late of application and the code in effect as of that date; 51" Edition (2014) Florida Building Code el (:o— Re, iscd Jun,,, 30,2015 flcrmit Application NNQ -3: In addition to the requirements of this permitthere may be additional restrictions applicable to this property that may be flffi_L , - found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal, A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the Job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance, Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT,: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of 0 vner/Agcnt Date Print () u'ner/Agcnt's ?Name Signature of Notary -State of Honda Date Owner/ AgCM, is --- Personally Known to Me or Produced ID - Type of ID Signature of Contractor/Agmt Date R. 10oPrint Contractor/A ent's Nani Signature of'Note-State or F londa Cate MY COUMISSI 0 N4 FF 120 Will lk XPiRE' Nnary puk un jaml tn, aml Contractor/Agent is PeNonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] ElectricaIE] MechanicalE] Plumbing[] Gaso RoofE] Construction Type: — Occupancy Use: Flood Zone: Total Sq Ft of Bldg: in. Occupancy Load: N of Stories: -------- New Construction: Electric - # of Anips— Plumbing - 4 of Fixtures____ Fire Sprinkler Permit: Yes El No 0 of heads mm Fire Alarm Permit: Yes [] No APPROVALS: ZONING: UTRATIES: WAsn WA,rER: E'NGINEERING: FIRE: BUILDING: COMMENTS: Revised. June 30, 2015 Pornia Apphzation 2 9507 State Road 52 123 Miller Road Hudson, Fl- 34669 Vaheo, FL 33594 727-863-5486 1313-661-0707 Proposal No: 717-13535 oy oles R.J. K*IELTY PLUMBING ^IDEATING COOLING 9701 Bachman Road Fstablished 1973 Orlando, FL 32824 www, RJ Kielty, com 407 8552636 1 'State LiosrisL It CF CO20342 Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndharn Proserve, Sanford 1064 Grew iwood Blvd. Suite 124 Modf-,,L Solstice - 2406 Lalio Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Surn of: $6,8-90.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials arraranteed to be as specified. All work to be cornploted in a workman like manner according to standard practices. Any alteration or deviatior, from staecfficflons below involving extra only upon written orders, and will become an extra charge over and above tiro ostirnare, All agreements contingent upon strikes, awfil , ;rts or dfsays beyond our control. Owner to carry fire, tornado, arc] other necessary insurance. Our w-ikors are fully covered by workers cmnoensaflop- AUTHORIZEDSIGNATURFil" THiS PQPOSALUNY BE WITHDLWN IF NOT ACCEPTED IN 30 DAYS, Wefierebysubtiiitsps-&, icationsat. -ld 10 atesfor: Master Bath Up 1 Shower Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TI- 182 Ghrcme Valve I Toilet Gerber Mamvell 21 -912 1,28 White, Elonga-lod 1 Lav By Builder With Moen Chateau 64925 C hrorne Faucet 1 Tub Sterling Accord 6Ox3C 71140120 White With Walls And Mean Chateau TL 183 Chrome Valve 1 Toilet Gerhor Idaxwpl! 2'-q12 !.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chronic F ducat Powder Bath I Toilet Gerber Maxwell 21-912 1 .28 White, Elongated I Las Gerber Maxwell 22-514 Pedestal White Willi Moen Chateau 64925 Chrome Faucet Kitchen I Sink By Builder 1 Faucet Moen Integra 673'5 Chrome Disposal ISE Badger V With Cold loamakor Line With Recessed Box 1 Dishwasher Hook Up I Washer Box Yes 2 Hose Bibs yes I Water Heater 50 Galion Elecirk, NOTE: Backfilling included For Sower & Water Only (Slab Bactifilling By Others) Bactiflow Preventers Included NO Permit Fees InClUdod Water Piping Ins GPVC 40' Sewer Allowance,; Additional $12 not foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RX) Notice of Lion Laws - Florida Statutes 713.001 713,37, Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and horriby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. I agree to pay reasonable attorney's fees court costs In the event ol legal action. A uranthly service charge of 1 112% will be added after 30 jays, Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering writ be an extra charge. SIGNED: DATE OF A(-,GEPTANC E 8, PAGE 2 Elrancl .Hudson Last Edit By: Last Edit Date: 7/27/2017 COUNTY OF SEMINOLE IMPACT FEE STATEMENT c) STATEMENT NUMBER: 17100003 DATE: June 19, 2017BUILDINGAPPLICATION #: 17-10000361 BUILDING PERMIT NUMBER: 17-10000361 0J/ UNIT ADDRESS: BLUE DOUSE LN 2370 17-20-31-501-0000-0030 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SHE: PARCEL: SUBDIVISION; TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801 LAND USE: WYNDAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: MODEL 2370 BLUE GROUSE LANE WYNDAM PRESERVE LOT 45 SFR FEE BENEFIT RATE TYPE DIST SCHED UNIT RATE CALL UNITS UNIT TYPE TOTAL DUE ROADS-ARTERIALS CO -WIDE ORD Single FamilyHousing ROADS -COLLECTORS N/A 705.00 1.000 dwl unit 705,00 Single Housing 00 1,000 dw]. unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Family Ho i Sin& U1 SCHOO'S 54.00 1.000 dwl, unit 54.00c0s_'w'YDE ORD Single Family HousingPARKSN/A 5,000.00 1,000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759-00 STATEMENT RECEIVED SIGNATURE? PLEASE PRINT NAME) DATE: z -7 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE 'TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE, *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED 'THAT T IS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYRESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET 'THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 7 - / _2 7 Project: A-1 Contractor: Location: Date Testid" 9 mUm"! 11 l I, I 011 117nm:v 407-656-9656 gum= optimummaigrwor Maxiintun Dry Dens(* "2 Project No: Order No - Report No: Location Depth Inches Dry Density Max. Dry Density Percent of Max. Moisture lbs.cu.R. lbs.cu.ft. Density Percent M LOT 45 PB 81, PG 93) DEWE NSIION NOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side TV BUILDIING ILAYOUr NOTE - Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon, Failure to do so will be at user's sole risk. AREA= 6,900 S.F. ± -0 10,0 0 0 11 .0' 18.5 9.5 1,1 .0' Ca 38.0 PROPOSED I STORY RESIDENCE Qli 2370 BLUE GROUSE LANE LOT 440 1429 LARISSA LOT 46 ELEVATION - T GARAGE - LEFT Qli Z) FORM BOARD ty 5.71 11 .0' FFE= 283 0 U 12,3 20,0 10'UTILITY N' T (P) M' EEASEMENT (P) 40 1W 3, 6 . 4 PROPOSED 0 ry ROPOSED 5' rj CCo WONCSIDEWALK CONC CURB BLUE GROUSE LANE CENTER LINE— N 50' RIGHT—OF—WAY PRIVATE ROAD) S 89'40'51 " W 280.00' 1_PCP PCP LB-Licensed1-'l'."'si,e'$$LFGENT):ADUSSD-Access/Drainage/Utilities/Sidewalk BFP- Backflow Preventer Sight Distance Easement Survey PRM-Permanent Ref. Monument R1 - Reported PCP -Permanent Control Point J- Description FP&L-Florida Power & Light Plat FIFE -Finish Floor Elevation D. B. -Deed Book 2 -Water Meter O. R.-Official Records Book X -Water Valve P. B. -Plat Book iZr-Fire Hydrant Pg.- Page RCS] -Reclaimed Water Meter Elev.- Elevation RCp<-Reclaimed Water Valve Gone. - Concrete El -Cable Box BP -- Brick Paver Telephone Box SW - Sidewalk E] -Electric Box FFE - Finished Floor Elevation 0 -Utility Pole CI - Curb Inlet 0-Guy Pole GT!- Grate Top Inlet O-Light Pole P. U.E.-Public Utility Easement E---Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride 0 -Storm Sewer Manhole NCS - No Comer Set (Falls in Water) O-Sanitary Sewer Manhole SF - Square Feet Ho -Electric Handhole D. U.E. -Drainage/Utility Easement Coo -Clean Out FMGD - MAG NAIL & DISK rl/>I-Irrigation Control Valve P. K.-Parker Kolon Nail 1, -Sign SIR - Set 1/2" Iron Rod LB7768 WX-Gate Water Valve SPKD - Set PX & Disk LB7768 Gas Meter 91 --Existing FIR -Found 1/2" Iron Rod LB7768 11 Grade FIP- Found 1/2" Iron Pipe L87768 a -Bow-riff Valve FPKD - Found P.K.Nail & risk LB7768 -Drainage Flow Direction FCM - Found 4%4" Concrete 10,0-Proposed Design Grade Monument PRM LB7778 Note: Some items in above leaeYnmav 10. - As-Built/E i tig,Grqd notbe 'ob isan , SURVEYOR' S NOTES. 1. Current title information on the subject property had not been famished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey, 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NOVD29). 4, Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5, This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida, 6. Proposed informotion shown based on proposed/ supplied plan and/or instructions per client (not field verified) mwt tt4 $, FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 121Z7Q-0 2551L_, in Flood Zone " X" Records of Seminole County, Florida This certifies that a suf the hereon described property 555 Winderley Place, Suite 109 was made under rWw, I 10if'o d meets the Standards of Maitland, FL 32751 Practice se X91,9 67ilfopoard of Professional Phone: (321) 270-0440 villt Surveyors & 4b Rr Pter T% Florida Administrative Fax: (813) 248-2266 2 code, pis l S c i;W4147q ;Florida Statutes. Licensed Business No. LB 7768 6915 < 5 0 . Z Geol oint 0 — Surveying, Inc. annes Drawn: JE P,C.: Data File:13rissonEast-Plat FLORIDA PRO 4APPER NO, Date: 8/02/17 Dwg: Formiloard-Ll Order No.: — NOT VALID WITHOUT THE'SIGNATURE AND THE ORIGINAL 3LIS— EDSEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC, 17 - TWN, 20 S. - RNG. 31 E. Field Bk: — CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 4,113.00 Job Address: 2370 Blue Grouse Lane 11istoric District: Yes No Parcel 11); 17-20-31-502-0000-0460 Residential D Commercial El Type cat` Work: NcwDX AdditionEl AlterationEl Repair 0 Detuo 1-1Change of Use Move D Description of Work: Install new Ac with duct work and venting Plan Review Contact Person: Attie Grullon 11tIc-Pre-Construction Coordinator one: 407-886 3729 Fax: 1 rjjad: agrullon CaDenergyair.corn Property Owner Information Natne Brinsson INV LI-C Phone: Street: 27 N Summerlin Ave Resident of property? : NO City, State Zip: Orlando, FL 32801 Contractor Information Nanle Energy Air Inc (Robert pulp} Phone: 407-886-3729 Street- 5401 Enegry Air Ct Fax. City, St:ltc Zip: Orlando FL 32810 State License No,: CAC1816317 Arch itecVEngineer Information Nainc: -- Street: City, St, Zip: Bonding Company: Address: Phone: F: Ax-- --1 E,- tuaill: -- 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 BE FORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOIJR NOTICE OF COMMENCEMENT, Application is hereby made to obtain at permit to (to the work and installationsas indicated. I certify that no work or installation has pononenced prior to the issuance of a portrait and that all work will he performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for clectrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. ED(' 105, 3 Shut[ be inscribed with the date of application and the code in effect as of that date. z5t" Edition (2014) Florida Building Code Rcvise(l: Junc 30,2015 Permit Application NQ`HCF: In addition to the W(JUireluents Of this permit, there nlay be additional restrictions applicable to this property that rilay be found in the public rCCOWS Of this County, and there niay be additional permits required from other governmental entities SLIC11 as water management districts, state agencies, or federal agencies, Acceptance of permit is verification that I will notify the owner of the property of the requ irernents offlorida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the execute(] contract is required in order to calculate a plan review charge and will lie considered the estituated construction value of the Job at the time Ot'submittal, The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction Value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Nanic Signature of -Notary-State -ofF-Jorida Owner/Agent is Personally Known to Me or Produced ID Type of ID 11 711 7 Sipaf= ofConoactor/Agent Date Robert Kulp Print Contractor/Agent's Nanic 8117/17 signature of Notary -State of Florida Date N 0 NoWfY Put)UC State of F100aState Anta Grullon 60 rU11W i_ FF 955860mycommission t3lt2o 00 asn EywVres olt3l/2020 t S erSoersona ly Known to Me or Produced ISM ___ l'ypeofITS -- B ELF OW IS FOR OFFICE USE ONLY Permits Required: Building [] FlectricalE] MechanicalF] PlumbingE] GasE] RoofE] Construction Type: Occupancy Use: Total Sq Ft of Bldg:_ Min. Occupancy Load: # of Stories: New Construction: Electric - 4 of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] No ofl-leads-,------- Fire Alarm Permit: Yes[] NoEl APPROVALS: ZONING: UTUTIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: — COMMENTS: Revisc( i: June 30,2015 Permit Application STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING [30ARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 KULP, ROBERT CRAIG ENERGY AIR ING 113 WISTERIA DR LONGWOOD FL 32779 RICK SCOTT, GOVERNOR Rom 850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CACI 816317 ISSUED: 06/16/2016 CERTIFIED AIR COND CONTR KULP, ROBERT CRAIG ENERGY AIR INC IS CERTIFIED under the provisions of Ch.489 FS. ExpiruUqndato : AU(331,2018 L16MI60000507 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD KULP, ROBERT CRAIG ENERGY AIR INC 5401 ENERGY AIR COURT ORLANDO FL 32810 ISSUED: 06/16/2016 DISPLAY AS REQUIRED BY LAW FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 45 - 1429 TL Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number:#1 7 - 1 2 7 4 Owner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 11 1. New construction or existing New (From Plans) 9- Wall Types (1613.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a, Concrete Block - Int Insul, Exterior R=4,1 1274.80 W b. Frame - Wood, Adjacent R=13.0 338,33 ft2 3. Number of units, if multiple family 1 c. NIA R= ft2 4. Number of Bedrooms 3 d, NIA R= ft2 10. Ceiling Types (1426.0 sqft.) Insulation Area 5 Is this a worst case? No a. Under Attic (Vented) R=30,0 1426.00 ft' 6. Conditioned floor area above grade Ift') 1426 b. N/A R= ft2 Conditioned floor area below grade lft') 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(154.4 sqft,) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 285.2 a. U-Factor: Dal, U=0.34 154.36 ft2 SHGC: SHGC=0.26 b, U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24,0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1,000 ft. Area Weighted Average SHGC: 0.260 14, Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1426,0 sqft.) Insulation Area 0,950 a. Slab -On -Grade Edge Insulation R=0.0 1426.00 ft2 b. Conservation features b- N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.108 Total Proposed Modified Loads: 46.29 PASS Total Baseline Loads: 48,05 I hereby certify that the plans and specifications covered by Review of the plans and by I S 7-4 this calculation are in compliance with the Florida Energy specifications covered this indicates Q Code. calculation compliance e with the Florida Energy Code. PREPARED BY: 7fA Before construction is completed 1 V DATE: this building will be inspected for compliance with Section 553,908 0 I hereby certify that this building, as designed, is in compliance Florida Statutes, with the Florida Energy Code. W0 WE 11 OWNER/AGENT: BUILDING OFFICIAL: DAATE: TE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1 .1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Can requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 tin for whole house. 4/2412017 1:49 PM EnergyGaugeg USA - FIaRes2014 Section R405,4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 45 - 1429 TL Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1426 Lot # 45 Owner: Total Stories: I Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Ashton Woods Rotate Angle: 0 Street: Pen -nit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment'. CLIMATE IECC Design Temp, Int Design Temp Heating Design Dail7emp V/ Design Location TMY Site Zone 97,5% 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1426 13261,8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1426 13261 .8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Valve Area Tile Wood Carpet I Slab -On -Grade Edge Insulatio Main 135,8 ft 0 1426 ft' 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1595 ft' 0 ft2 Medium 0,6 N 0.5 No 0 26,6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC I Full attic Vented 300 1426 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frao Truss Type 1 Under Attic (Vented) Main 30 Blown 1426 ft' 0.1 Wood 4/24/2017 1:49 PM EnergyGaugeO USA - FlaRes2014 Section R405,4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent S Cavity Width ce Height Sheathing Framing Solar Below 0 1 N Exterior Concrete Block - Int Insul Main 4,1 37 11 9 4 353.9 112 0 0 0,6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 48 6 9 4 452.7 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4,1 18 6 9 4 1723 ft-' 0 0 0,6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 31 8 9 4 295,6 ft2 0 0 0.6 0 5 S Garage Frame - Wood Main 13 36 3 9 4 338.3 112 0 0 0.01 0 DOORS Door Type Space Storms U-Value Width Height Area Ft In Ft In I S Wood Main None 39 3 6 10 20.5 ft' 2 S Wood Main None 39 2 9 6 10 18.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade screening 1 N 1 Vinyl Low-E Double Yes 034 0,26 19.4 ft2 1 ft 0 in 1 ft 0 in None None 2 n 1 Vinyl Low-E Double Yes 0.34 026 60.0 ft2 1 ft 0 in 1 ft 0 in None None 3 e 2 Vinyl Low-E Double Yes 034 0,26 30.0 ft' 1 it 0 in 1 ft 0 in None None 4 s 3 Vinyl Low-E Double Yes 0,34 0,26 30,0 ft2 1 ft0in 1 110 in None None 5 W 4 Vinyl Low-E Double Yes 0,34 0.26 15.0 ft' 1 ft 0 in 1 ft0in None None GARAGE Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 412 ft2 384 ft2 64 It 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) -000414 1547.2 84.94 159,74 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block# Ducts 1 Electric Heat Pump Split HSPF:8.2 24 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central Unit Split SEER: 14 24 kBtu/hr 720 cfm 0.75 1 sys#1 4/2412017 1:49 PM EnergyGauge(D USA - FlaRes2014 Section R405.4,1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM System Type SubType Location F Cap Use SetPnt Conservation A1ElectricNoneGarage0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM 7 FSEC Collector Storage Cent # Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS Supply Return --- Air CFM 25 CFM25 HVAC Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool Coolol 1 Attic 6 285.2 ft Main 713 ft2 Prep. Leak Free Main cfm 42.8 cfm 0.03 0,50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Ap JunMa Sul ry u.,ovAuSeOctcl Dec Heat!ng Jan F b MarjXj A Pr I Jun JulIMyrjri Aj SeXj Oct Nov Dec Venting Jan Feb X MarXj Apr May Jun Jul Aug Sep Oct NovXj Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 '78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (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 44 0 0 1 - Electric Heat Pump I - Central Unit 4/2412017 1:49 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 1. New construction or existing 2, Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows— Description a. U-Factor: Dal, U-0,34 SHGC: SHGC=0,26 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=41 1274.80 ft2 b. Frame - Wood, Adjacent R=13.0 338.33 ft2 1 c. N/A R= ft2 3 d, N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1426.00 ft2 1426 b. N/A R= ft2 Area c. N/A R= ft2 154,36 ftz 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main 6 285.2 ftz 12. Cooling systems k6tuthr Efficiency ft2 a. Central Unit 24.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0,0 b. N/A R= c. NIA R= 13. Heating systems a. Electric Heat Pump 1.000 ft. 0160 Area 14. Hot water systems 1426,00 ft-- a. Electric fta le. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EFL Display Card will be completed based on installed Code compliant features, Builder Signature: Date: Address of New Home: City/FL Zip: 4 F-L kBtu1hr Efficiency 24,0 HSPII cc am 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, Contact the EnergyGauge Hotline at (321) 638-1492 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. 4/24/2017 1:49 PM EnergyGauge-0 USA - FlaRes2014 - Section II Compliant Software Page I of 1 FORM R405-2014 TABLE 402.4.1.1 AlR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 45 - 1429 TL Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. 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 extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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, Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 4124/2017 1:49 PM EnergyGauqe0 USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 45 - 1429 TL Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1426 sq.ft. Cond. Volume: 13262 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n'. R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA: EqLA: ACH: M R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0-2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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 beat 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 R402A 12 C; ufm'101' testing shall be conducted by an approved third party. A written be signed by the third party the code official. eon PMUS 4/24/2017 1:49 PM EnergyGauge@ USA - RaRes2014 - Section R405.4,1 Compliant Software Page 1 of 1 Form R405 Duct Leakage Test Repo Performance Method I Project Name: Lot 45 - 1429 TL Builder Name, Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 I .. System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage ( Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, On, is not greater than the proposed duct leakage Qn specified on Form R405-2014. Pluffiv—PIDINA 16711111 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 4/24/2017 1:49 PM EnergyGaugeO USA 4 FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 For: Lot45 1429 TL Ashton Woods Homes Sanford, FL32773 Weather: Orlando Executive AP FL, US Winter Design Conditions Summer Design Conditions Uutoidedb 44 F nsidedb 70 F OemignTD 26 F Heating Summary Structure 14077 Btuh Ducts 1343 Btuh Central vent (44ofm) 1250 Btuh Humidification 0 Btuh Piping O Btuh Equipment load 18070 Btuh Method Simplified Construction quality Semi -tight Fireplaces U Heati Coolin A (f214uo 1439 Vo| ume(ft') 13410 13410 Air changes/hour O31 016 Equiv. AVF(ofm) 09 36 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO240000A AHR| ref 7698884 Efficiency 82H8PF Heating input Heating output 22200 Btuh @ 47"F Temperature rise 23 °F Actual air flow 899 ofm Air flow factor O 058 ufm/Btuh Static pressure U 50 in H20 Space thermostat Backup: Input = O kW, Output= 19028 Btuh, 100 AFUE utoidedb 93 F nsidedb 75 F DesignTO 18 F Daily L Relative humidity 50 96 Moisture difference 44 gr/lb Structure 12890 Btuh Ducts 1791 Btuh Central vent ( 44ofm) 853 Btuh Blower O Btuh Use manufacturer' s data y Rate/swing multiplier 1 00 Equipment sensible load 15541 Btuh Structure 1858 Btuh Ducts 172 Btuh Central vent ( 44ofm) 1310 Btuh Equipment latent load 3340 Btuh Equipment total load 18881 Btuh Req. total capacity at 0.75 SHR 1.7 ton Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO240000A Coil FB4CNP030L AHR|ef 7898854 Efficiency 11. 5EER.14SEER Sensible cooling 16650 Btuh Latent cooling 5550 Btuh Total cooling 22208 Btuh Actual air flow 099 cfm Air flow factor 0,081 ofm/B1uh Static pressure O 50 in H2O Load sensible heat ratio 0.82 Capacity balance point = 37 ^F oommalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed, 2017-*pr- 2413 42 54 wrightsoft e*wom Universal cmrITo.uonau1ru/o Page pw^' Spec m*wyno^umpre,°rvmLm+n wzorLrup cmc~wue Front Door faces . o Manual S Compliance Reptor Job: Ashton- Starfight Brisson wrightsoft- Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1429 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: vmwenergyaircorn For: Lot 45 1429 TL, Ashton Woods Homes Sanford, FL 32773 Outdoor design DB: 92,6°F Sensible gain-, 15541 Btuh Entering coil DB: 75,9°F Outdoor design WB: 75.9°F Latent gain: 3340 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 18881 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActuall Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 16055 Btuh 103% of load Latent capacity" 4703 Btuh 141 % of load Total capacity: 20758 Btuh 110% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 16670 Btuh Entering coil DB: 68.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 22200 Btuh 133% of load Capacity balance-, 37 'F Supplemental heat required: 0 Btuh Economic balance:-99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow-1 899 cfm Output capacity.- 5.6 kW 114% of load Temp. rise: 50 'F Meets are all requirements of ACCA Manual S. 2017-Apr-24 13:42:54 wrightSOft Right -Suite@ Universal 2017 17.0.08 RSU17013 Page 1 ACCk ... Specific\Wyndham Preserve\Lot 45 - 1429 TL.rup Calc = MJ8 Front Door faces S Duct System Summary Job: wrightsoft" Date Entire House By: Energy Air, Inc Plan 5401 Energy Air, Ct, Orlando. FL 32810 Phone: 407-886-3729 Email: GRenrier@energyair.com Web: www,energyair.corn For, Lot 45 1429 TL, Ashton Woods Homes Sanford, FL 32773 External static pressure Pressure lasses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O O.22 in H2O 0,28 in H2O 0,140 / 0.140 in H2O 0.172 in/1 00ft 899 cfm Cooling O.50 in H2O 0.22 in H20 0.28 in H2O 0.140 / 0.140 in H2O 0.172 in/1 00ft 899 cfm 163 ft Ashton- starlight Brisson 4/14/2017 Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual L n (ft) Fta.Eqv L n (ft) Trunk ba2 h 390 23 20 0.186 4,O OX0 VlFx 30.4 120.O stl hed2 h 2979 174 121 0,172 8.O OX0 VlFx 37.9 125.0 stl bed3 c 1654 87 101 0,187 6,0 OX0 VlFx 24,7 125,0 st2 fam-kit-B C 2501 119 153 0.187 7,0 OX0 VlFx 29.8 120,O stl tam-kit-C c 2501 119 153 0.322 7.O OX0 VlFx 12,0 75,0 fam-kit-D C 2501 119 153 0.367 7.O OX0 VlFx 6,3 70,0 laun C 649 2 40 0.375 4,O OX0 VlFx 4.7 70.O m bath h 948 55 30 0.340 5.0 OX0 VlFx 7.3 75.O robed h 2873 167 106 0,209 7.0 OX0 VlFx 14,1 120,0 st2 We h 546 32 21 0,208 4.O OX0 VlFx 14,5 120,0 st2 Trunk Htg Clg Design Ve oc Diarn H x W Duct Name Type cfm) cfm) FIR fprn) in) in) Material Trunk stl Peak AVE 316 294 0172 579 10.0 0 x 0 VinIFIx st2 Peak AVF 287 229 0.187 649 9.0 0 x 0 ViniFix Boldlitalic values have been manually overridden 2017-Apr-24 1142:54 wrightSOft Right-Suite'T Universal 2017 17.OM RSU17013 Page 1 ACCk ... Specific\Wyndham Preserve\Lot 45 1429 TL.rijp Cale = MJ8 Front [)car faces, S Name Grill Size (in) Htg Cig Cfm) (cf M) TEL A Design F R Veloc fpm) Diarn H x W in} (in) Stud/Joist Opening (in) Duct Mat] Trunk rbl OX0 899 899 0 0 0 0 Ox 0 VlFx wrightSOft Right-SuiteS Universal 2017 1TM8 RSU17013 CCk — Spec fjcIVVyn dh am Preserve'Qot 45 - 1429 TI—rup Calc = MA Front Door faces S 2017-Apr-24 13 42 54 Page 2 N FBI Performed for: Lot 45 1429 TL Sanford, FL 32773 RMS MM3 5401 Energy Air, Ct Orlando. FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 Right-Suiteg Universal 2017 1TQ08 RSU17013 2017-Apr-24 13,43,01 am Preserve\Lot 45 - 1429 TL,rup 249 VT R r 11 j3t V TUB wC ..... T J I"- TII 3 °' Vo r,• KIT A T 1 i EN 1 1 f2" VTR 1 9p 3'a 2' 3" C 3. TUB Sae io Lt 9° BIND EMBER C IAGRA d1 owl PAXLMIERia ELECTRIC Ashton Woods I Ionics Seminole 1429 Starlight LOAD CAI,,07t,A I ION" Mat 26, 2017 1. UIVACLOADS M.X- 2011 - 220.82j(-k3j-j4)j ZONE COMPRESSOR SIZE 1 3 00 TON ION 3 I -ON 4 ION ION ONNI:(,'I ED LOAD 40 KVA ZONE AIR II.ANIDI,I R 131-O'NERMOTOR ('ONNI--1(:FI-'D1,OAD 1 7,00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 K v 1A 5 KVA ro rAL CONNEICIT D LOAD FOR I IVA(' SYS'FEMS TOTAL LOAD FOR COMPRESOR Fri,, 100% TOTAL LOAD FOR AIR I IANDU:Ra; 65% I'O'FAI. I IVA(-'f)F1MAND 1,0AD 11. GENERAL LOADS(NEC 2Q11-220-S2(MfJ1 I'll 1,1GIFFING 1426 Scl Ft',t 3VA!Sq Ft 2 SMALL APPLIANCT CIRCTI'T'S I [.AUNDRY CIRCUIT I DRYF ' R CIRCUIT 0 S'I-A('K WASHFR/DRYER I WA FUR I III -'A FER (1) 0 WA Fl- ' R I ILA 1 ER (2) I DISHWASHER I DISPOSAL(I) 0 DISPOSAL(2) 0 RANGE,10VFN (1) I RANGF,/OVF,N (2) COOK -1'011 ('IRCUIT SUMMER KI'l-CHENI/JENAIR GAS I MICROWAVE CIRCUIT 0 JACT 'ZZIJJ.'B CIRCUI I- 0 40 AMP ('AR CHARGER 30AMP POOI, ('IR(-t-TF WAMP POOL CIRCUIT 80AMPPOOI. CIRCUP' ONNEC ITI) LOAD (GINFRAI, WADS) IS F 10 KVA (GENFRAt. LOADS} z, 10Wo RFMAINDFR (GENERAL LOADS} ii, 4M/0 SUP —TOTAL (GENERAL LOADS) 1NEC2011 -2220,82(Bil IIVA(-'t.OADS GENFRAI, I-OADS FOLALDEN LAND LOAD fNEC 2041-22(L82 LA _bMINIMUM SERNW- T SIZE VALUE 500 500 4, 50 4,50 1,20 0,80 0,80 7,20 7,20 1 50 1150 4. 80 960 7. 20 14,40 19.20 J3,()7 KVA 5.40 KVA 4,99 KVA 10,39 KVA 4,28 KVA YO'FA 1, KVA 3,00 KVA 1.50 KVA 5,00 KVA 4,50 KVA 1,20 KVA 0,80 KVA 12,00 KVA 150 KVA 3-4, 78 KVA 10,00 KVA 9.91 KVA 19M KVA 10 339 KVA 19,91 KV,11\ 30.30 KVA 12624 A) OPS j1RE('0,NIN111NDED SERVWI,1' SIZE I a; o:::K1 1 =rs Typical 15OAmp Electrical Diagnem 150 Amp Main Typical 15OAmp Interior Panel 20SERAluminum Service Cable 0rZ'Conduit &( 3)20XHHVVAL&(1)10XHHVVAL EC2SO.Q4Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Concrete Encased Electrode WYNDHAM PRESERVE - LOT 45 PLOT PLAN 7 IZ7q Z 7 Ok to construct Single Family horne with setbacks and impervious area shown on plan, :36, 60,4,, «—p. V' t 4-4- qf 'S S CA, 67 1f100 T1 &AK1qJt FPOINT OF COMMENCEMENT NORTHWEST CORNER OF THE NORTHEAST 1/4 OF 17-210--V71 CCR #55989 WYNDHAM PRESERVE I LOT 46 o WESTERLYLINEOFTHE NORTHEAST 1/4(Prosed) OF SEC 17-20-31 BASIS OF BEARING) LO DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. TO0) I BuilcUng Setbacks ZD 0 nSetbacks; Per construction plans for Lo I LO WYNDHAM PRESERVE-, City of Sanford, - - - - - - - M Seminole County, Florida. ALN89*40'51 -t 612.88' POINT OF - BUHMING LAYOUT NOBEGINNING Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc, of any deviation from information shown hereon. Failure to do so will be at user's sole risk. LOT 45 1 AREA= 6,900 S.F. ± -C, 10. 0 PATIO 11. 0, 18.5 9,5 38. 0 PROPOSED 2370 BLUE GROUSE LANE 1429 LARISSA ELEVATION -', F 7. 0' to GARAGE - LEFr FEE= 28. 2 4J MEN UTILFrY - EMENT ( P) 4 Ki PROPOSED 5' Cnklr' SIDEWALK CONC CURB BLUE GROUSE 1, NE CENTER LINE_ N 50- RIGHT- OF-WAY PRIVATE ROAD) f- — — PCP S 89' 40'51 . W 280.00' PCP LOT 42 LOT 44 1114 I LEGAL DESCRIPTION DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows. COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/ 4 of said Section 17, &00'1 9'09"E,, a distance of 1,151.64 feet; thence N.89040'51 "E., a distance of 612.88 feet to the POINT OF BEGINNING; thence N.0001 9'09"W,, a distance of 115.00 feet; thence N.89' 40'51 "E., a distance of 60.00 feet thence S.0001 9'09"E., a distance of 115.00 feet; thence S.89040' 51"W., a distance of 60.00 feet; to to the POINT OF BEGINNING. Containing 6, 900 Square feet, more or less. i,tF— Fool tquiffenz,,LEGENI):ADUSSD—Access/Drainage/Utilities/Sidewalk LB —LicenseduTisineBFP—BackflowPreventer Sight Distance Easement Survey SR PRM— PermonentRef. Monument Reported PCP —Permanent Control Point DI — Description FP&L —Florida Power & Light P —Plot FFE— Finish Floor Elevation D.B.—Deed Book Water Meter 0. R, — Official Records Book X —Water Valve P.B. —Plat Book 0'—Fire Hydrant Pg. —Page RCM — Reclaimed Water Meter Elev. — Elevation RCX— Reclaimed Water Valve Conc. — Concrete M — Cable Box BP —Brick Paver D —Telephone Box SW —Sidewalk Electric Box FFE — Finis had Floor Elevation O—Utility Pole CI —Curb Inlet O—Guy Pole GTI — Grate Top Inlet O—Light Pole P.U.E.— Public Utility Easement Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride O—Storm Sewer Manhole NCS —No Corner Set (Falls in Water) G—Sonitary Sewer Manhole SF —Square Feet EHHo —Electric Handhole D.U.E.— Drainage/Utility Easement coo —Clean Out FMGD—MAG NAIL & DISK CVT><l—Irrigation Control Valve P.K. —Parker Kolon Nail Sign SIR —Set 1/ 2" Iron Rod L87768 WIX—Gate Water Valve SPKD—Set P. K. & Disk LB7768 R, —Gas Meter FIR —Found 1/2" Iron Rod LB7768 11 —Existing Grade FIP—Found 1/ 2" Iron Pig L67768 oi—Blow—off Valve FPKD—Found P. K. Nail & Disk LB7768 --Drainage Flow Direction FCM—Found 4% 4" Concrete 1 — P ro 0 ed Design Grade 26 i MonumentFIRML077781 . — As It/Existing Gradc Note: Some items in above legeffimay not be_appTicable2_ SURVEYOWS NOTES: 1. Current title information on the subject property hod not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan, 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE" City of Sanford Seminole County, Florida. 5, This Plot Pion is subject to matters shown on the construction plans for ' WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/ or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) es 0. Leviner LS6915 FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. ................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL LOT AREA CALCULATIONS LOT 6,900 SQ.FT. LIVING AREA= 1, 426 SQ.FT. GARAGE 412 SQ. FT. PORCH, 93 SQ. FT. DRIVEWAY = 405 SQ. FT. PATIO = 100 SQ. FT. WALKWAY 94 SQ. FT. IMPERVIOUS= 36.6 % SOD 4,370 SQ.FT. OFF LOT AREA CALCULATIONS R/W 1, 500 SQ.FT APRON m 114 SQ.FT, SIDEWALK 300 SQ. FT. SOD 246 SQ. FT. TOTAL. AREA A ff DRIVEWAY = 519 SQ. FT. SIDEWALK = 394 SQ. FT. SOD - 4,616 SQ.FT. FIGOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency' s Flood Insurance Rate Map Panel Number 12_122a-QZ5_H, in Flood Zone "X" DESCRIPTION: PROPOSED LOT 45, according to the plat of 'VVYNDHAIM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270- 0440 Fax: (813) 248- 2266 Licensed Business No. 1_13 7768 GeoPoint SUrveying, Inc. Drawn: JE ,t, E Checked: JDL P.C.: Data File: BrissonEast-Plat c' 0 Jwq wg: BrissonEast- EDote: 0E4/17/17HD . Bmi.nEwt LoR5 Order No.: SEC. 17 - N. 20 S. - RNG, 31 E. Field Bk: A Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. M"ITek' RE: 1111619- MiTek USA, Inc. 6904 Site Information: Tam Parke East Blvd, a, FL 610-4115 Customer Info: Starlight Project Name: Lot 45 Wyndham Preserve Model: 1429 Lapissa Lot/Block: 45 Subdivision: Wyndham Preserve Address: N/A City: Sanford State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Pro( - rarn- MiTek 20/20 7.6 Wind Code: ASCF7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 30 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31 .003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T1 1360002 A01 6/14/17 2 tl 136000 A02 6/14/17 3 T1 1360004--A1013 11-11 6114/17 4 T11360005 A04 6/14/17 5 T1 1360006 A05 A-06-- 6/14/17 6/1--4-/1-7T-1 1366067- fi 1woom -'--A0-7 6/14/17 8 T1 1360009 A07A 6/14/17 6-/- 14/1- -7 9T1i-w-bol b A68 10 T1 1360011 AO 9 6/14/17 1 T11360012 A010 6114/17 1- 2 fl iwom Abi 1 6/14/1-7 13 T11360014 A012 6/14/17 6-/- 14/1-7 14- fi 13606-15 A01 3 15 T11360016 A014 6/14/17 6/ 14/17 16T11360017-B61- 6/ 14/17- 17tl-136--0-0--18 1302- No. Seal# Truss Name Date 18 T1 1360019 C 01 6/14/17 19 Ti 1360020 CO2 20 CO3 6 - /14/1 -- 7 2111 11T1111136001211 T1 6/1 -4/1, 7 22 T11360023 CJ1 23 T1 1360024 GJ3 6/14/17 24 T1 1360025 CJ5 6/14/17 25 T1 1360026 CJ5A 6/14/17 1 26 f11360027--iam 6/14/17- 27 T1 1360028 EJ2 6/14/17 28 T1 1360029 EJ7 LL 6/ 14/17 29 T1 1360030 HJ2 6/14/17 30 T1 1360031 HR 6/14/17 The truss drawing(s) reference(] above have been prepared by MiTek USA. Inc, under my direct supervision based an the parameters provided by Builders FirstSource (Groveland, FL). Truss Design Engineer's Name: Velez, Joaquin Ily license renewal date for the state of lorida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown ( e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 2 7 4 N Vk 0 rt Nfo 68 182 XZ 13 1 STATE 101F 0% 0 X,\ 0 R 0 N Ak ON J" uquirl V*IZ PE N0.68182 Milok 4A, iac, K, Goo 6,534 6ic4 Pa*v, East Wvd, TW,pa R 33610 D, 41o, June 14.2017 Velez, Joaquin I of I J on luss n PC NY 111 W9 V,1 HV owl 2 jon Bair64 0M_ek -aa- 2'i" lilt Q 000IKToo j'u 32W 4 T 10 4 8 M 40 14 4 A 4 4 Iwo A so A Go Sat. 4 2x4 No NP 4' f 7 _' 11 0 ill io Y" 16 2U i 't ') 34 2 18 01 0 to's - ATM YOM LOAOI(dG WM) SPACING- 2 00 cc, DEFL. on) WN Od PLATES GRIP TUL L .,- 0 0,10 Aw As 1 e5 is 063 veso Q (150 1519 AQ9 240 MTO) 240190 TGA ? 0 Moe, FXA 1 2V PC 0 30 vesull ) 086 is ram -ON Iml VT25is 18A143 AWL Go k Rep son ho NO WE OK WOO Q '0 12 no rVa Bm" W Q C,W F5501"POT/ javyM) Weao 4K a, F F it LUMBER- BRACING- OP CA KAD 04 SP IN 2 TOP =DT) Nmhw wwwd snoMmU diecHy apped oi 3 014 Inc muMN, BOT 0 MAN) 2% SP 1A 26 B>11L' id vevU aWWO N X 0 0 bwmg WFES 2. 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(Vsize) 4- 1 1 2AY T W 11 w2mmanoil max H'X7 "- 180(t, u 4 Max'upAi!!4.-_: 94(LC4),',1 5-- 1 1, (Lt,_(S 8j FORCES. p) Max Gmnp/Max fal, All lewes 2,1O (Ib)nr uo TOP CANORD 2 11, 7 7W300, 1 1 11 1503W, M 2 72AMC9 ROT G! i041D 2-15-39W7? E 150 6, 399UP'. 7 IQ 39W70, All, 399U2 t. 60 7- HWY! wow 57 TnT 3 04HAP5 NOTES- Wpn AMP 7 M: K404("ph 0swan gwQ VmT THMIT MEL 4 o:ef: B,_DL_ 5 Opts), h-15ft, Ga1 Exp C End, 0,Q_0 18, MWMS WwOWN gateo e" saw cantAveWH Md NW1 exrosen. MW vKwX OM arld nPI eWmel L-Ty DOL 0 6C NWe QP 2Qnswun sir, sn;vnQvqwdKra!00pQ hcTom,had hekWs Y' Pos Nos has Umn desqma 0, a "e Vmd 0 20 QM m4W WMw not , 0 nmn More a wkak 16 NA , 2 IND w& vaP Q tsItveen the ,,'hod an-.1 anv otnernler;q_'eas_ 4' e; In g;nleils) fc',(,now 5t pIovide nlp,"hanlPal (-' onriedlw Ry mmy A n, kv Otmmy Noe wpoWe of mHowndng 94 Ti at at 00 T 267 lb U"M a'KM92 aw 1 a I WW a PC—' 6) Temv"Wd paukreaks" wkOng peds"MmOm end "ily now: me umd m Va araNns arA 0mg) W this Ums H_'nger(l) n oth'I'f dev(,e(s)sro'!! ui', "novdod Sutit amm Ympol rane,mmA IJaIN 14 u Mmv wid 14 1 Nrl 14 t dumn and 14 t up A 1 A 0, V At Imn md b= W at 4 2 11 21 b dmn aQ 54 6 up at 4 2 11 and 44 b Qwnarid 103 b up at 44 11 Ma 44 M mmn and MKv y W 70" NO, Ow, wA 8 t mwl) and I p tp .a ' 4 1, 7 8 11, Ilcoo,gar, d ra. 1 4 15, 9 1L downand 0 Su 4 2 11 9!b Trarn and 0 Ha up A 4-T11 art 24 R, ban at 7 0 it wK 24 M aom at AS 14 M P&MMI Mad TM W,VWtO M W MaM UMWOalwQq 0 Me MOMM401 A nW,' 8) ( ads appheIj to face ,)t tis, useMe I,,,!edis lot (L) a tLav,* (B) LOAD CASE(S) Slzi,udaid toad , 'ic'-! LAO n'-'reasu" 1 1"" PI' lle I 'IdI, -)W Kq cKS? 5 & 20 caymum, 10"s tlt"; by 1304, 046 IVJF_ . NQ 16 Of—& Z hi <3a4cG-1 1 % ITI A& WAMMM Vmlfy dassV trar z W. -d READ NOTES ON THIS AND tNCL p0ED ARTEK RFFERANCE PAGE Affl- 7473 m, 10103/201'5 BEFORE aSE, O1 n-"" -4 4"+- , W_ I U[v; ( P. wo- q— It vaol"VM49M -( t1 n I•- I'- h"I 1'11 1-11'w't 1, q", 4—c"; A-O.F 0- " i-3,n N I !,I Ho' n'H-Mj-'1i"' M iT k P—Q, F QAW All J—d 'Ag" {"'V "0' 1 r"' TI, V-,"' V' zr to. uV uf, "' Omar e., K,, VAN, Vvo 'Jw- my Q- im Kc Safety Information ), n< i" , M " KWA, f" 0 n - A N- - T WN n " 4 Y,"R 33b t" 00 z Cl o C 0 z (D 0 OL 0 c c D ut ` `(Z ztD 74 Dz 0 > 0 0 z C101 z cl FL no CD x x, CT ::Y:cc 0 ta, z n D c— C: v rD > 7F M NI m PIZ m CL2 m 5 D 3 ( D 0 ZE 0to 7 Q U, ti u C' CD m 3 oCa 0 cr o 0 z W z X D X Cl 7 L D 0 Cl p 0 c) D j 9 1 1> m N w ua 0. a n o f Iliy0t= 3 6 E4 Z n. LU p N N o Eoram_ °' F ° o a' m rc Ucc fl.3=' U c 4 - 2 cr ) j III S = _ w'. 1. t 0 C 1 o E o oa mw a d 4 (a G,v wo -23 1swm`o 2a. u c o f r+.4 4 m e 4 SOS m E W W W cou—> 0 0 > c N am c NNI __.. —_A mD E m ao csv 0.. N 7 S J noqsy_- w` i' a - `F - a o E E S 03 Od O a..i T' r"- fl 'i +i'' -•. w T $- ° 3 t3 $ co a O o g N = Qi o ,,,,,, L• v- z a o. <7 p o o .. .a O o o 4 a .`'°v N N y Ra a c g" y iv °a ' J an u f rJn OO ° m> Uu)Q v «r- w W4qb) ap«. Q• a- J ~~~ ~^~~~~~~~^~ Building Prevention00 ` Product Approv w Dit v w ^ o~ " ~" Project Location Address wo Form C° \ / -f- 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 onthe construction project forvvhinhynuaneapp|yingforabui|dingpernnit. VVerecommend 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, sky|iQhte, 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 . 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 Florida Approval # Description include decimal) 1. Exterior Doors Fiber FIA5000- R2 Auto Other 2. Windows Single Hung Silverline Bldg ProdCorp Serics2900/490OSindellung 1:1,19715-R2 Horizontal Slider Casement Double Fixed Awning Pass Through Mullions Wind Breaker Dual Action Other Category l Subcategory Manufacturer Product Florida Approval ## Description (including decimal) 3 Panel Walls Siding Soffits Aluminum Coils Mastic Endurance FL.12194-R3 Storefronts Curtain Walls Wall Louver Mass block Membrane — Greenhouse E.P.S Composite Panels Other 4. Ro fln Proquict _ as halt Shln les CertainTced Core Roofin Certain'Feed Asphalt Shingles 1 1_3444-R10 - fJnderlayments Asphalt saturated Organic Felt Fl,12328_R7 Roofing Fasteners Nonstructural Metal Roofing Wand Shakes and.. Shingles_ Roofing tiles Roofing Insulation Wafierproofing ____ _ _ Built up roofing i stem Modified Bitumen Single Ply Roof Systems Roofinc,slate Adhesives Coatin Liquid applied Roofinc_Systems Roof Tile adhesive Spray applied Polyurethane Roofing E.P.S. Roof Panels Roof bents Lomanco Aluminum Roof Louver FL3792-R8 Other June2014 mL~ Building and Fire Prevention Mum Project Location Address 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, sky|ighto, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can beobtained at . 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 produl Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors ThcrmaTru Fiber Classic FL15000-R2 Roll Automatic Horizontal Slider Casement Fixed Awnin Pass Throu Mullions Wind Breaker Dual Action Other Categoryl Subcategory Manufacturer Product Florida Approval # Description include decimal} 5. Shutters Accordion Bahama Colonial Roll up imeqtJq Other 6. Sk Skylights Other 7. Structural CoTpqnents________ Wood Connectors Anchors Truss Plates Eqqjpeered Lumber Bailin Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA, Inc Hi Yh Stren th Concrete Lintels FI,I 58-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8, New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) Rine 2014 Florida Building Code Online Fbra Drartmen.tc! BOS Home I Loa In I USGI Registration I Hotl-OPICS I Submit S,,.Chalgo j Stair a Facts i llubll,ations F13C Staff I BcIs 13R. Map L#nks Si—,:h i usines a' l Product Approval Prof'e'ssi LMR: Public User Regulation I APP11-tion DnWl am FL # K'15000-R2 Application Type, Revision Code Version 2014 Application Status Approved Comment" Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical IechnIcalRepresentative Add ress/Pho.-le/Erna i I Quality Assurance Representative Address/ Rhone/Email Category Subcategory Complianoc. Method Florida Engineer or Architect Narne who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified by Thenna- l-ru Corporation 118 Industrial Drive Edgerton, OF 13517 419) 298-1740 rickwki) rwbldgc<,)iiskiltants,com Vivian Wright i- ickwCi)rwbidgcoiisLiltant!5.com Exterior Doors Swinging Exterior Door Assern[)Nes Evaluation Report from j Florida Registered Architect or a Ucensed Florida Professional Engineer WI FValLJdt!On Report - Hatdcopy Received Lyndon F. Schmidt, P.E. PE 43409 National Accreditation and Management Institute 12/ 31/2018 Ryan j, King, P.E. W! Validation Checklist -- Hardcopy Received F JMN-Q—U- J -5 Ronda AAMA/ W1)MA/CSA101/I,S.2/A440 ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 202 Florida Licensed Professional Engineer or Architect YAM 2005 1996 1999 2003 1998 2001) 1995 1994 https: l,'w-ww.floridabitildii,ig,orglprlpr—al)p_dtl.aspx?parani—w("ill-,"VXQwtDquS73Fr2ZyiPo... 8/31/2015 Florida Building Code Online Sections from the Code, Product Approval Method Date Submitted Date Validated Date pending F13C Approval Date Approved Surnmary of Products FL # 15000.1 Model, Number or Name Method I Option D 05/29/2015 06/28/2015 07/05/2015 08/19/2015 E3MM= a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without S ,ldelite(s) - Oulswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.1 for Design Pressure Ratings, any additional USC limitations, installation instructions and product particulars, (-This product approval requires the use of "T' part number Coors and sidelines, which have been stained or painted within 6 month, of installation.) Installation Instructions fL1_1Lf2Q:Q_fV?__Jj_ JN$j - i 5_00011J,1,14 Verified By: Lyndon F. Schmidt, P,F. 4:3409 Created by Independent Thin; Party: Yes Evaluation Reports Created by independent Third Party: Yes 15000,2 b. "Fiber -Classic" or "Smooth -Star"" 6'8 "Non Impact" Opaque Fiberglass Door with & without Sidefitc(s) Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Approved for use in HVHZ, Yes Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and FrOdUCt, particulars. (This product approval requires the use of 'T' part number doors and sidelites, which have been stained or, painted within 6 months of installation,) Installation Instructions Ft_J_5QQ0 K2, ILTN5L_UQ00_Laof Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent 11 hird Party: Yes Evaluation Reports F! 1,-000 p2 AE,,,E -4 j0Q.2z f Created by Tridependent Third Party: Yes 15000.3 c. "Fiber Classic" or "Smooth -Star" 8T ';Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outsw1ing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant. No Design Pressure: N/A Other: See INST 15000,3 for Design Pressure Ratings, any addrUonal use ljrnft0tl0aS, installation instructions and PM(fi_xt particulars. (This product approval requires the use of ")" part number doors and sidelites, which have been stained or painted within 6 Months of ins" allation.) Installation Instructions Verified By: Lyndon F. Schrnldt, P,F, 43409 Created by Independent Third Party: Yes Evaluation Reports EL_',_5QQQ_R_L Created by I odependwit Thu d Party: Yes 150G0A d. "F!bLr Classic" or "Smooth -Star" WO "Non -Impact` Opaque Fnser,lass Door with & without SideRe(s) - Inswing (X, OX at, XO, OXO, XX, OXXO Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other, See INST 15000A for Design Pressure padres, any additional Use limitations, installation instructions and product particulars. (This product approval requires the use of "I' part nurnber doors and sidelites, which have been stained or painted within 6 months of Installation.) Installation Instructions LLMLO—JELILLN-5-1 1 Q4Q4,,p-df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independcul, I hird Party: Yes Evaluation Reports fl 15,QQQ 2 EVAL150 Q, 4,j) f AF __ Created by Independent Third Party: Yes 15000. 5 e. "fiber Classic" or "Smooth -Star" I 81 01 'Non -Irnpact" Glazed Double Fiberglass Door - Outswing Inswing ( XX Configurations) https:,' I,N-ww.florida.building.orglpi-lpr.-app_-dtl.aspx?paraiii.---wG],"VXQwt,I)quS7311'r2ZyiPo... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ, Yes Approved for use outside HVHZ; Yes Impact Resistant. No Design Pressure: N/A Other: See IN13T 15000.5 for Design Pressure Ratings, any additional use, limitations, Installation instructions and Product particulars, (This product approval requires the use, of "Y' part MAT11ber doors, which have been stained or painted within 6 rnoriths of installation.) Installation Instructions Verified By: Lyndon F. Schmidt, P.E, 43409 Created by independent Third Party; Yes Evaluation Reports F-115000 R2-AE -V Q, 15 pj fJ, Created by blile—penclefft Third Party; Yes 15000,6 f, "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass DoubleIIDow - Inswing (OX or XO Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other; See INST 15000,6 for Design Pressure. Ratings, any additional use lh-nitationr, installation Instructions and product particulars. (This product approval requires the use of "I" part number doors, which have been stained or painted within 6 months of installation.) Installation Instructions FL,1,SQ' QQ C,, f Verified By: Lyndon F. Schmidt, P,F, 4:3409 Created by Trideppinder'll- Third Party; Yes Evaluation Reports 1150f) R2 _ QM Created by Independent 1-hird rarty: Yes Back Sil zq ThestateofFlorida11anAA/EEO o,poye,, WyAcy5olquimak ;: &'oe"iRY-5taWmer" kof rol — - :;Wliprnenlf Unclar Florida law, emall addresses are public Tec—ls. Uyuu an not want youre-ma;! address released in raspors,,W a puFc-recoms request, do not serf 1ad" orpU —11 to this entity. instead, contact the office by phone orby traditional mail, lfyQj have any quaspiU4.5L contact 85Q.487A595, "Pursuant ter spit, i. n 455,275(1), Florida StaUtes, effective October I, 2012, licensees rCPUSOd Under Chapter 455, F.S. mist provide the Department with an o-ail address if they have one. The emalls provided may be used for official comMUMICatiOn with the licensee. HuWU-j ernaii 11 a,este$ are pUbtic rV"Oaj. If YOU '10 f"L wish to supply a pesanzi address, please pseylde the Department with all email address W1101 can be made available to t, public. To determine: ryou are a licensee under Cnapryr 455, F.5,, please click 1L%g-, Product Approval Accepts: W 00 [§! It M https://www, flori(l,ibutildiitg,org/p-/pr_app,_-dti.aspx?par,iin :wGEVXQw(DquS73Fr2ZyiPo... 8/31/2015 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 OUTSWING wl & WOUT SiDELITES FIBERGLASS DOOR NON -IMPACT" ERAL MOTES 1, ;his product has beenevacuatedand sin compliance with the 5thEdiion (2014) Fk,,fidd8WdIngCade F8C) t uafiu aI requa rnen s cnclu Sng theli'fgh Velocity Hurricane lone' [WiHZJ. Z Product anchors sholl be as Wed and spaced as mown on defoils. xrychor embedment to base materd shah be beyond wci dressing o-,tucco. 3. When used in the `HVHT'tho product is required to be protected wilt-, an impact resi4tant covering that compiles vAth Section 1626 of the F3C. 4- When used in areas outside of lhe'HVHr requiring wind borne debris protection this produce required to be protected YAIh an impact resistant covering 'hot comp"es wi',h Section 1609-1; .2 of the 18a S. For,2x stud framkQ construct1son, anchorhg of these uruts shzdl be the sarre as that Shown for Z< buck Mcsow Comtruction. Site concRib-6 Ii iat deviate from the detaffIs of this drawk-Q require further en&eefing analysis by a kensed er4neer or ie4steed architect. 7, Out1wing configurations using coastal 0 item #39 vndeT active doom, and all As used under Inactive doors, met water inliilTafion reciu,".rement's for'Hvi T. 8, Outswing configurations using sill Rem # 19 under the door 'a not meet the waver infiftraff'on requirement, for the "HWT and shad be installed only in nonAhabitoble areas or of habitable bcatiors protectedbyan overhang or canopy such thot the angle between the edge of canopy or overhang to A is less than, 45 degrees. s 105, 59 MAX, OVS- ALL RAMe'WIDI,, I> I tn IN- ACDVE tr 0 3 b SEE OETAJL " A. SHEET 6 37W' MAk OVERALL - WIDTH I x okeo 74- V P, W. OVERkLL FRAME WOTH SEZ DETAIL SEE DETAIL "A' SREET S14EI-T 6 68w, -MM, OVERALL WIDTH --'-! 13 rm 7s— — sed— s SINGLE +67.0 - 67.0 DWI. jK C.. LFS ro DOUBLE +47. 0 -47.0 +6 0. 0 -60.0 I,-- -------- _ _6 _ —_ SINGLE & DOUBLE WITH SIDER"LWTES + 47.0 -47. 0 +60.0 _60 0 S+ZET I aF 12 L 'LCl-Q-P—PA—NEL Smooth Star HDRIZONTAL CROSS SECTION, al,NEL 4F ATC," ST7yE 54 TOP PAJ, ... SMOOTH STAR) SMOOTH SIAR) c3 IL45' 56, HINGE STILETTOM RAILS 4001--Hi s IA) (D—I("I) IMOOTH SIAR) LX EE R —10, 2 ') VERTICAL CROSS SECTION x 2 R DOOR PANE W:DTH z fl, 5 D-C-A —PAINEL Flor Clcssic EXTERIOR 1 —N-7 R I Q—R HORIZONTAL CROSS SECTION l-,CCR PANEL IECH --STI-E F!SEP qiNGE 57'LE F,'BER RATGP 1--5711 BOTTOM RAIL FBER EXTERIOR E`17R!QR 2 1 VERT'CAL CROSS SE-70,N ':1: 711-)OOIR PhNIEL u P4. OAK- Bit LFS FL-? 5005-3 S-- 7 3 3P " 2 I IT G1 ASS LL, E-R-1 0 R 25" STEEL RZR WTERCEP T LINTEI-_ SPACER SSE t4oTE I WS L 7_ED GLASS V1 13.9376` MAX. PANEL W:DTHI 7JZ5'M,AX D-Lo. WIDTH 1/2- MIN. CLASS THK, j 33, 40 1 1 IT GLASS 1/2' MIN. G-\SS A, BIT- 4240 EV, pl'_Rt-D ASS r'EMRERED ASS I; , z oV, 0 AIR SPACE AP SPACE 3 25 TEMPFRED GLASS INTEPIQT/ INTERCEPT TEMPf:RP"D Z. SPACER 29 SEE NOTE I GLASS 0 5 0 All 5" EV' Liz-"L_ FRAME QLADNL G7ALI SEE NOTE pop= 1L-_, 7RIOR EX7ERIOP — t — jr,,Mq,O, SET NOTE I HORIZONTAL CROSS _S_Ec7jSt,1 151 A 42 E Z26' Z26' PLASTIC UP DIE FRIWE STIC LIP UTE FRAMF PLASI_ Fl ,)DED Sw_____ 1 077' LT 2 VE AL CROSS SIPEUTE PANE NOTE. I Snoccn For ilem 429 & -A4' (fit f fj 'D i L j _TEPANT- L Smooth Star W C r3me Sc,-clY5) a as J follows: Fromthe bolter-. up an sides; 6.5 I SY with 7)'rnoc spaced at 9.875- o.o, !here are (2; screws boIh 'op and botlorn ct 2,125' in from each 42' SDELI - TE TOP qG170W PAIL SIDEU-E BLANK S1D_-' S RLE comer. PNGFR jOiNTED PONDEROFA FINE, SG=043 JNTED PONDERG S-A PINE, S-,=9.43 ZaW_ ffy, LFS FL- 15000,3 2 SEI t4r)T 2 -2,,, 46; ti7° 47' v IJ 7 VER-IfCAL CROSS SECTION Cut s - -oling -?nfiguotion see nprri3 noles, sheet, wofer Lfi rner,'s J: SEE NOTc M 11M/W Jc-lowith (,2),'tenn 43,,-, #B x i 2'pth,. woods -crew. There or (4) at eccP vert;col ;cr-,b, from ffile top down a, 13.5`, 48.5' & fPq-,E,?loR 65'. Incre ore (2) ct 're header of 4' fro outside corres of the o-ame, there ore (2) ct the sl A' from 'he outs,de corners. 2, Optioiicl surface boit; see des,gn Pressure chcrt ,;eet 1, 42 z SEE NO 7E 2 62 19INTER 7 VER71CAL CROSS SECTiON, wl ix sub -buck SEL NOTE 2 i IOR EXTEVORINTER 4J WPTCAL ,R-,SS SECT see f c X ", notes,S?7eetl or , zrqi watern- wArotio,. O zFj L02/ 24/ 12 N. T.S. BY. F--- 15COO-3 5 of 12 1-1/4"MIN. ENA& (-,YP) HORIZONTAL CROSS SEA -1,0N J , HC)fU:)N7AL CROS SECTION M 2-"" ht-'RlZON-IAL CROSS SECTION N7EPiO,lR ACTIVE DLE7LL "A" OPTIOW-1. SUPFACE 50i TS N ACTWE PANP SEE DESIGN SPRESSURECHAf-l) NOTE: F1. The s;dei; a is direct set jto the ;oMb lrfv (12) rlerr, j4,3 a §8 x 2- p1h, wood screw. tThere are (4), at such ver`cai Ja,'ol, from the tap' down at 103,5", 37 ", 48,5- & 66', TIere are ( 2) at the header at 4" from itte outside _omens of the frame. 'here are '2) ct the sjP, 4' from the outside corners. 13 Z 0 M rw, 81 LPS E5 WHO , m 13 AtA 4'.'AS— Z- z 6 aT 0 X z 7 1 VI i -T z 1. The sidelite is direct set into the jamb ith {712) tem #43 c #B x 2" pfh. wood screw- Ilicro are 4) at ecch 'vertical jamb, fom the top down, at 13,5, 31", 48,- & 65" ' There are (2) at the header at 4" from the o utside corners c f '?;e There are (2) at the sill', 4" from the cut-,4de C=Iem- 0IH RIZGNTAL CROSS SECTION l—'/4*' 49 415"MN C-SINK k" 10" T k7A kj 4 5EE NOTE 1 9 43 2`1 HOR!ZONTAL CROSS SECTION S HORIZONTAL. CROSS SECTION In,:IFIF =11 e 0212 12 1 Fy-, JK FL —I 50MJ 2 7 afiL 19 4 '-^-- 4" 4 4, 1\-P1ULI_ON gSOWNVCR VAS. #R ; i ',, i R : PR_ vC;. u OPENsv, TYP. HEAD kt,JLtION' JAMBS S" OWN FOR ftE c WNCF 2X RUCK-, x ASTRACAL )) S .CWN FOR I II II N i filqK—A N CH0RING 4" MAS,,Nj-' r..rtiNi> Cl: NCIEI ANCHOR NOTES I- Concrete onchoriocations at the corners maybe adjusted to maintain the min. 2X RUCK edge distance to mo tarjolnis. 2. Concrete anchor locations noted as MAX. ON CENTER" mus` be adjusted to maPntan the rnin,, edge distance to mortar,'-oints, additional c nr; , ete anchors may be required to ensure the "MAX. ON CENTER" d"fmension are not exceeded. 3. Concrete anchor toot-; 3 ATl EM BEDmENT,MIN. CtEARANCE MIN. CLEARANCE- ANICHOR ES.. 70 hSASONRY +'% tA JACEf+tTEDGE ANCHORITYI A1TAPCONO1/ 4" 1-1/4" 2" 4" ELCO UL7RACONS 114° 1-114" T° 4» 1 (` A, Av o FfAON€cY L'Eh11N YR. HEAD rll°ci 6m n JAMBS I 2a. 3UCKlj (, t ASTR GA SHOWN FuR REF',RENCE C3 J x z0 BUUK NCH© RiNG r t F t - j MLLUON SHOWN FOR i t , REFER NCt P HEAD--- 3 JAMBS I I i1 k i ? — 9 1, x MULLION v SHOWN' FOR € I REFERENCE ; UCK ArCF- Qh' h G V, A SONF, 01ENIPAG 2X BUCK 11K A Ir H El "_"r, t L: N S. BY. JK, ar, IFS anwc ak: FL 500G. 3 3 0 1 7, A. ....... 3' a 3' O-Z 7 1 7171 1 771 2' BUCK 0 1 10, W12X WSTALLATION z INSTALLATION O z W X BUCK 8'W/ 11 X BUCK jNS7ALLATIOb MASONRYJMASONRY 5 INI I X BUCK ?NSTALLATiGN OPFN:G 3PENING -ypA" Z 6. TYP. hEAD & JAI13S 7 5 JAMBS C 7, 111p, FRAME RAM, E SEE— DFTA L 2X BUCK 2X BUCK 7YP, 4'-' YpSEES; L-; SEE DE AI L '4- EE DETAIL 3.\ - d5D2 DE T1,1L52jTyp. Sj SH NOTE 1 L Mj v LE A, '_ aYawA DGUPs 'Oc L2- 2 G_P 1/—SID'Q'TES 5 20NCRETE A? yQJOR LOIEL 1. Concrete anchor iocations of the camers may be o4psted to mc;rdafn the min. d SURFACE SOLF STPIXE edge dL5fcnce to mondr;cint, 3 W/2X BUCK AT T ESLL7ONNSTk_A ZConcreteanchorlocahomnotedasMAX. ON CENTEF must be adjusted to oncrete anchor table: - N 1 NS_F'ALL T ) oybe regwred to emurehe"MAX, ON CENIERdimerision are not exceeded. rc'J'Wlix -,C.K 1. CM '43' rA ITW 43 114 TAPCON" 114' 1W/ 2X BUCK 2" 4' i3MTS. ITW 'K TAPCONO 3/16' 1-1 /4' r 1-1/2- 3 31 W/'X BUCK S WOOD SCREW INWALLA ASTRAGAL SURFACE BOLT 3 Maintain a 51Wedgedi5fance, Vendarisconce, & T!'o,c.5pacIngof STRIKE --LATE AT hEAD BOO 'A -15 T INSTAL - A., ] ON TIONNOES: wood scraws to prevent fie spliffing of wood. 9 ere 112- A' 7S4 SEE 2 XUCK111STAIJI- ATION MASON3,`/ X SOCK OPENING WSTALLATION TYP. HEAD RAAE it 2X SUCK--, YP. Sic SILL 7A! i- 0tsz, C - 0 0 p 20NCREL_ PAN9tqR NOTES, L of fhecornurs mu,/be adfisted tomaintain the men edge distance to mortarjoints. 2. Concrete anchorlocaftrxr noted as "MAX. ON CEP4--R'mast be onlusted to rncintcin the minedge distance to mortarjoint, odcftlonaf concrete onchbT., may be reqigrad to ensure the 'MAX. ON CENTER"dirrension are not exceeded 3, C-on! orefe anchor table: A ANclipk: AM: MIN'CLP R'ANCIF: MIN, 'CLIFAIRA. NCIE, Tp M - gnww A4p? W_ TPAWAENT, ITW TAPCON" 114, 1-114- 2 41 Tw TAPCONE WOOD S(-REN INSTALLATION NOTES: I Maintain -amfn,T._um 5/8" edge distance, I en ddkOn r, ce, & 1 o.c. 5joca'ng of wood Sc, ewe to pevenl the oolf"Ing of wood. C iV112X BUCK MS _IA- APON vv/ 1 x a LICK wllkS 0 N R Y ! NSTA-ILATION OPENING -(P; HEAD JAASS F 2X SUCK M 7YP S- ILL XTA.;L D t ETAIL 0 o zM 0- zW X 1K L 4r 53 ' 1 INS -141-LATTIN Nl2X BUCK 2_3 3' LA710N' 2 Su R 17AII C E PGi_T STRIKE S, CK AT THEiLL W/ 2x 3QE`AJL "3- NSIALLATION SW/ IX BUCK INSTALLAMN SEE NOTIE I V{11X aUCK.?53 1NSTALLAT,' 0N so t W12X BUCK 3 NS FALLATION --,\ W/-xBuaK Q!E TV"2" 3- 1 INSTAt-APOON ASTRAGAL & SURFACE BOLT S7,RtKE PLATE AT HEt, Y, ii 1 rZ 02/24/ 12 sa4L M S. a T Y: X FL- 750M3 Slur 10 OF I w. pomm 24A SEE NO-E 1 DETML 7F THE AS-FAS AL BOLT HAS A S' -j HHOW AT T HE TOP AND THE BUTTOM. c I 4-563 - - --- ------------- T I j='T-j I F 3 35 HNGER P-INDEROSA. PNW, SG=0.43 5,RFA,2L- --- I- %.'25' L+—L 2-36(r Q-91 j50" WALL 4.621' 0 T NA LACE A W1W LOO, L—— HRuQ, Q05C" W, (; - TYR NOTE USE OF TH,s COMPONEP4T _WE V THE WATER FLQU;REM--NTS FOP NIGH VELOCi—, HURRiCANF ZJNcS CAM C,2/24/12 N. T.S. jK FL - 15000-31 F, 12 R R W Building Consultants, Inc. WB Consulting and Engineering Services lior-the Building hichistry P,O. Box 230 Valriocr, FL 33595 Phone 813459,9197 vv Florida Board ol-Proressional EnjOnetrs Certificate ofAnthorization No. 9813 Product Sub Category Manufacturer Product Name Category Swinging Therma-Tru Corporation "Fiber Classic" I "Smooth Star" Exterior Exterior Door 118 Industrial Drive 8'0 Outswing w/ and w/out Sidarlites Doors Assombiles Edgerton, OH 43517 Fiberglass Door Rhone 141 CA 998-1 7An "Non -Impact" Scope: This is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (Systern ID * 1998) for Therrna-Tro Corporation based on Rule Chapter No, 61G20-3, Method I D of the State of Florida Product Approval, Department of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, F.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 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ), 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC, 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609,11 .2 of the FBC, 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15000,3 require further engineering analysis by a licensed engineer or registered architect, T Outswing configurations using coastal sill item #39 under active doors, and all sills used under inactive doors meet water infiltration requirements for "HVHZ!'. 8, Outswing configurations using sill #19 under the door do not meet the water infiltration requirements for the "HVHZ" and shall be installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9, See drawing FL-1 5000.3 for size and design pressure limitations, Supporting Documents. 1. Tit Report Na. Test qtandard iogtm$bor to Signed by TEL 01460337-A,B,C ASTM 005-03,ASTM D1929-96 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. ASTM 02643-99 TEL 01 460336-A, B,C ASTM 0635-03, ASTM D1929-96 Testing Evaluation Lab.,Inc, Lyndon F, Schmidt, P.E. ASTM 02843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks, VP Operations 16427- 107362 ASTM E84-00a Omega Point Laboratories William E, Fitch, P.E. ATI 6750&01-106-18 ASTM 01929-96 Architectural Testing, Inc, Joseph A, Reed, P.E. ETC 01 -741-10701 .O TAS 202-94 ETC Laboratories Wendell W, Haney, P.E. ETC 01-741-10703-0 TAS 202-94 ETC, Laboratories Wendell W, Haney, P.E. ETC 01-741-10593,0 TAS 202-94 ETC Laboratories Mark D. Pasero, P.E. TEL 06-1031-3 TAS 202-94 Testing Evaluation Lab.,Inc. Wendell W, Haney, P.E. TEL 06-1031-4 TAS 202-94 Testing Evaluation Lab.,Inc, Wendell W. Haney, P.E. Z Drawinq_Nq. Pre aced by Inn, signed Bated by No. FL15000.3 RW Building Consultants, Inc, (CA #9813) Lyndon F. Schmidt, P.E. 3, Calculations fire _ red b .,o AlaqftdA-§eated b Anchoring RW Building Consultants, Inc. (CA #981 13) ndon F. Schmidt, P.E. ASTM El 300 Glass Load Lyndon F. Schmidt, P.E. 4. gUYNA§isuranea Certificate of Participation issued by National Accreditation and Management.' 71: Institute, certifying that Therrna-Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/1EC 17020 and Guide 53, Lyndon F. Schmidt, P.U. FL PE No. 43409 2/ 2/2015 Sheer 1 of 1 THEPMA TRU DOORS 1 1 8 INDUSTRIAL DR- E-R-, OH 4351 7 M- GENERAL r-7t-S 1. This product has been evaluated and L, in compliance w is the 5th Edi ton (2014) Florida BuTiding Code (FTC) st,,,rcfijrd reciuiremenh includhng the "rfGh Velocity Idurr-cone Zone" (4"Z), Z Product anvior., shall be os 11sted ard spaced as shown on details. Ancho., embedment to base material shrAlbe beyond wail dressing or stucco. 3. When u:pd r) the "HVHZt,,zis procluct c required to be protected with an knpoct fa5lstant covering that compIes; with Section 1626 of P,,e,%C, 4. When used in areas outside of the 'HVHOrectinng wind borne debris Proterhon Ns product is a-Putred to be protected with on knpoct reslsrart covering thal complies With Section 1609,1,2 of the FBC, 5. For 2x stud frcmng coastruction, anchoft of these units shall be the some as that shown for 2x buck. construction, 6. 51le conditions that Deviate iron', ;he detak of this d7awi, ig require furl"-er er.a-,eerihg analysts ay a Ircerasid engineer or regbtered aroNfect. 7, This product boasnotmeet the water bfldlfoon :equi emenls for the "HVrir1mwLQ,-rj1s shag be installed arty in non-hob;table areas or at habitaple locations protected by on overhang a canopy such that tIe angle between the edge of canopy or overhang to 0- 15 lass than 45 degrees. ML 54Y MAX oVEPALL FRAME WIDTF W-ACVVE O 29, W- 7 EU37- 5V' MAX. OVERAU FRMAEMOTH I> P 7 v Q, 221Uc_--F-ViZ3' DEU7-13 INILIMN'N(T OXX0 74.-Mr' MAXON- ERALL SEE DETAIL -A- 1 f I 1 SEE OETAX'A'/ 11 e2 SHEET SHEET 6EW5WING4raz - aL"— -YL XYO.Y0 13 iu Cz 6z MAX. DOOR PANEL NUTH 14Q"R PAN l Smco'h Star HOWONTAL CROSS SECTl'ON DOCR. PANEL 4,037 1,54F Mo. OP RAILD4 - SMOOTH STAR) 6OiOOTH STAR) llf4GE S-7,uz PAIL__ 71 nIA G-11,6i —S7A-R—) (SM007H sAR) LX—TE3-11111 VERTICAL CROSS SECTION 2 ) O01 FANE-i 13 iW OBI a O,24112 Tws: y JK 01K. V 2 n, 12 61 EXTERIOR I&X'MAX. HORiZONTAL CROSS SECTON COR —1 DOR PANEL WIDII, PANEL 335" 1,45" Eli" i CL;S)cl OR RA;L ASSIC) 2ZT 1,45" l2p —IAl'IFL FWH"", Fiber Cio35-- PiM3E- STILE QT-UM PAIL@5 , FlaER CLASSIC) OR lN =11OR r;` 'IERrICAL CROSS SECTION 3D')0W IANEE N.T.S- X BY: FL-15000 4 jr,, -3 7 IT QAK c—X-,E,',lG'R I '-.25" SFFEL NTF P SEE JNOT- L _9 12q_LIE PAME -,-17V-, DE-110". I 3,9375-MIX PANELWDTH T125'MAX. D10. WIDTH > 32 GLASS THK, G JNSS THKI 33 1/2" MIN. 1/2' MIN. r"'o 40 1 T GUITS ME xl V3 E -F FO MFEREDFRGJ' GLASS GLASSom n t 71 A A,'R SPACE AR SPAC 2-5- STEEL TEMPFIRFID iNTFRCEFT TEM, PERFiN-ERrD zi QhRLASS SPACER GLASS 470 E NCTF 1 --(2 m L SE' tI: SCE 1411TE 2 PJ -L,'7 -RAh4L-_GJLAZlNQ DLJAIL' I - NTERiG SEE NOTE I l HORIZDNTAI- CROSS SECTION F P' S 7 2152, --- 1 X. Z 42 I_.,..._ PLASTIC LIF LITE FRAME PLASTIC LIP U7 FRM,,lr RUDED plc EX-,RUDED SMC 1, 077- 1 .077' 2 1 VERTr'Ai -ROSS 5EC'io,14 PANE' 4— 1. Spacing foitem, §2; & #4(;ite fume sciaws) Smooth Star F—I -- - T Is us follows: Frc!-,, the bottom up an sides, 85-, I 1. 53 1 - 1,537— with (7j more 5pc--ej at 9.875' o,c. tiIere ore 2) screws bat', top and botton, at 2.125' in from each 50EUTE TOP " BOTTOM RA SiOEUTE BLMIl SIX S,LE corner, 1 r" LAGER JVIJL TED SG=ER jOINTED FIONOFROSA PINE, SG-0,430,43 - MTS. JK LFS FL- i5000. 4 L4 4 VERTICAL CROSS S' CTiuN 2 SEE NO, E 2 z 5ZXIEE—IOR v iL aj—R,102 VERNCAL GROSS SECTION SEE NOTE ZC 0. 0 z yr SE, N07E 47 VER O3TICAL 'BOSS SECTION OPTIONAL SURFAC BOLTS CN ACTIVE PANEL SEE DESIGN PRESSURE CHART) I The s;deEtc is direcf set into the jamb mvh( I I ern #43 a #8 x 2" ofh- wood screw. Thor, at soon vertT,-c; jomb, from hhe top down at 13.5", ! Z 31', 48.5' & 66" ' There are (2) at the header at OA'c 02124112 4" fromthe outside Conners at the 'rmna there are 2 #IJ c #d x 2- 1 12- pfr, wood screw cl the , ¢Ws. ay, JK sj;l, 4' from the ovgs;de corners. nwerc W, 2, OPTIONAL SURFACE BOLTS ON ACTIVE PANEL 15000. 4 SEE DESIGN PRESSURE CtL4FT) 9 UT 5 i2 W 6 m N. C-INK SEE NOTE 04j wa pp'l 4ORIZONTAL CP--SS S , C7;()t4 I ` MUMZUWAL CHOSS SECT!--1V NOIE: Ihe s;de!;te "s direct set rlto the jrmb th 112) ilern #43 a #8 . 2- pfh. wood screw. There are (4) at each vertical rnb, from the top cow* at 13.5-, 31", 48.5' !k 66", There or„ (2) at the header at ' "turnthe Outside porne's 'of the frame there are (2) #13 c #8 x 2-112" pfhwood screw et the sM, 4" from the cats'; d, corners. DE7AII ' A" CPTIONAL SURFACE SOUS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) 2 N,IUIR;ZONTAL CROSS SECTi10N 7---- U NP4 Z o'C z 6 cz' N.TsL LFS a r o' FL— 15000,4 F— ar 12 0 M 401?,ZONTA.L CROSS SEC'J'CN I. The sTdelite is direct set into 0-,e iom.b with (Q) item 0 e,1 '; #43 0 #5 x 2" Pfh wood screw. There ore (4 at each vert;-Ioi jcrb, from the '.cc dcvn -- 73.5", 3 1, ', 48.5' & 66'- There ore (2) ct the header at 4" from the cutaide corners of the frome' there are 2) #'-' s J8 x 2-7/2" pfh wood screw afhtI faSlfJ! , 4' from the outside corners. HORIZONTAj CROSS SECTION 3 i HORIZONTAL CROSS SE,CT,'ON__ 7 EM' B. n--P) 13 L a 3 212 T S-1 jK LFS FL- 7 Efl00,4 xT 7 Q'- 12 4 44 71 I VASONR HMASON OPEN Nu 4- EAD OPENING JMYRS AS7RAG -1 SHOWN O? PENCE II 2X IK BJ 2XBUCK-/ I ION S OWN - OR slIN FOR REF RLNCE 7- 1 - DQUELE DOOR WZ5,' O -ij S 7-- F MASONRY f YJAMS 2X BUCK-/ Iti i MUL- ION NOTES. T II SHOWN, F OF 1. Concr-efe anchorlocotions of the corners maybe ccjosfedtomatnfafn lhermn. NCE edge disronce to mortarjolnfs. ZE 1, Concrete ancrior loccffons rioted as "MAX ON CENTER' must be oclusfed to nt mc, rain the rn;r.- edge distance to mortarbirif—adcUtioncl concrete anchor, May be re-quLred to ensure the "MAX, ON CENTER'c9membn cre not exceeded. M., U L:-: 3 N 3. Concrete anchor 'able: SHOWN' C5 LNCE A aCpqfo,R , ANCHICO) Jq MIN. MIMCIPARANCE MIN, CLEARANCE EWEDMENT TO MASONRY TO ADJACENT TYPE SIZE EDGE ANCHOR O 114 ITW " TA 1-1/ 4 21 4' PCO ELCO 1/4" 1- 114" 4' ULTRACON 4" 4 F -T5 x 7( p. HEADrrcffii JAMBS ASiPACAL S IOWN FOR i z R=RENCE X a: Ii Ii ID. R 4. MASO OP--, 2X D i ` 4" aA-- 02124112 SCIL JNI. 7 pm B, - LFS THESE (2) ANCHORS REQ'D ONLY WHEN DP > 47 SF SEE 0Z DETAIL. '2' N MASONRY W/2X BUCK3 MASONRI- ,Nl2X FAD WSTALATION 0FEINGOPENING3 q wnW/IX SUCK X 9,C< 3INSTALATIONZ NSTALA7.Mt4sao 4 PRAM E 4311 _;,W_ H- , & ZRAM E - YF. r,LAD & 0 BUCK JAMBS 0 BUCK 2X RUCK 2X BUCKS SEE SEE SEE DET) AIL TIP. Dt_ TktDETAIL5- 7777 TYPI SILL 4 TrP, SILL,5i. 4i. 4bSJ L_ SINGLE DOOP W qt 7; IE3 f,OF, r NCREANOH0R NOTES- T. Concrete anchor locations at the corners maybe adjusted to mahntaln me min edge d5fance to marr,,rjbint. 2. Concrete anchor locations noted as "MAX ON CENTEk must be odiu5red to malntov,, the min. adge dl.5hance to mortar,;o,nls, additional concrete anchors may be required to assure the 'MA K ON CENMEP" dimension. are not exceeded 1. Concrete anchor TO.MASONRY:,". 1f" ll EMBEEMENrTQADJACENT.. TW 114" 1-1/ 4' 2- TAFCO 4" rTw 3. TAFCON' 3/ 16' YPODSCREWXiNSTALLAONNOTES: I Maintaina minimum518- - edge distance,1 end d;stanco, 'I o.c. spacing of wood screv,,5 to pevert ilhe spgffing of wood, M I a-13 4 49 30w/2.XTUCK — 13' it tINSTA-T, jON 13 71T i W/IX SUCK LA4 ?81 37 INSTALILATION CV i JTAIL 3" ! ETAJL "2Li " ASTRA,A' & SURFACE BC S_RXL1_ PLATES @ H, EAD -4- I ICI 61 lz QX - 0224 uY—T roc. 7G BY— Its{ CAK BY; DETAIL M AL SU FACF BOLTsmiKF PLATE 6Mw—, '6_ 9 HRESHOIDD 1;7-r -------------- A' 7' i7 - r DE7AlL2 I W/2Y 5 jCK MASOVv- --I ;NSTA-LA7iON OPOIN NII ,WIIX SUCK HEAD & FRAME-, 2X BUCK TIP. SILL SEE Dt,-; L CONCRETE ANCl !OR NOTE5: i, Concrete anahor;ocatioos at the comers rricy be cd,wtad to rnC.rt'CTin the min, edge defence to monlarjom't5. 2- Concrete an uuiacairons roved cs"MLAX ON CENT-F.Irmust be odpjsted I -- maintain the mn, edge distance to morforpints, cdational concrete anchors may be required to ensure the "MAX. ON CENTER' dimension ore not exceeded, 3. Concrete anchor table: AhfCHQ N' CaAPANCE' ANC969 7YPf SIZE1EMBEDMENT.. EDGE ANtkdP- JTW O 114- 1-114' 7' 4- TAFICON trw TAPCON' 3/16 -1/4" 1-112. WOODSI 1- Maintain ominimum E/Tedge distonce, I'end distance, 9- woad screws to prevenithe sp#ttirg of wood. SEE DE7AJL " 4' 71 N/ Ix BU6,K- VASORY NS7ALLA- ION T' rP- plEAD OPENN. Al. IX 8JCK-i z _- SEE. / IT r ETAIi 5j zC. 01 E -- 2C9-E I C119wi 05r,' WIIX DUCK INSTAL! ATION Vi11X 91 "K N S TALLZI 1r, N N/ 2X , ' , I jNSTAI LATIiON X 80CKiSO NSTALLATiON W12X BU,;K, 3 iNs DE - AIL "2" ASTRAGAL & SURFACE 901-T S- XE ;D R - -,TES3riEAD a ' 0N T. S. OWG' BY, jK Cw BY.. LFS SUPr' ACE BQ11, STRXE PLATE Q 7 ,14RLSHOLD , m IT--- S-' FrT 10 2' 12 I0-! 26'- RAGAI XIAL' NOTE" THE ASTRAGAL 30i' HAS A 3' --iPC;W AT TI-E TOP AND -HE- Bc—()Y Zap f O Ln 2 N. T, S. G. ey; J", ai LFS FL-15000,4 TT I I or 72 ry SvaEp -SOL, (IVIU-, 25' M_ PDND_D OSA PINE, 50.43. 5ELF A,- 4,— A, 00 Z- 1 o E o C_ 3?,),5 tR;AQ T RXc -A',F l M LNLS _ NJ'NG P Q C, P Q QT'O M #-EP AN1 80 MAX. WALL, 1 5' M,N. WAil GlV I 69 71 WF 02/24/, 2 D I_ ey IIK 3007 G 00" TPijDf_O VTN',L 'NAl j ,xURxx WDI CF R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Whim FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cerfificatc of Authorization No 9913 Fr-oduct - Sub Category Manufacturer Product Name Category Swinging Therina-Tru Corporation "Fiber Classic" I "Sirrooth Star" Exterior Exterior Door 118 Industrial Drive 8B Inswing w/ and w1out Sidelites Doors Assemblies Edgerton, OH 43517 Fiberglass Door Phone 419}298-t?40 "Non -impact" Scope. This Is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F. Schmidt, P,E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 61620-3, Method I D of the State of Florida Product Approval, Department 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 lath Edition (2014) Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the 'HVHZ" this product is required to be protected with an impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the `HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1,2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15000.4 require further engineering analysis by a licensed engineer or registered architect, T Inswing configurations do not meet the water Infiltration requirements for the "HVI-17% Inswing units shall be Installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. 8. See drawing FL-15000A for size and design pressure limitations. Fr TEL 01460337-A,B,C TEL 01 460336-A, B,C STTS00001 15427-107362 ATI 67508,01-106-18 ETC 0 1 -741-10701,0 ETC 01 -741-10703,0 ETC 01-741-105910 TEL 06-1031-3 TEL 06-1031-4 Test Standard ASTM D635-03,ASTM D1929-96 ASTM D2843-99 ASTM D635-03, ASTM D1929-96 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 i2ait9latmLoly Signed by Testing Evaluation Lab„ inc. Lyndon F. Schmidt, P.E. Testing Evaluation L,ab-,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc, Testing Evaluation Lab.,Inc, Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. 2, PrgVjqq_YgEEtLLrecby No. FL 15000A RW Building Consultants, Inc. (CA 49813) 1 Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management, Institute , certifying that Thorma-Tru Corporation is manufacturing products Lyndon F. Schmidt, P.F. within a quality assurance program that complies with iSO/lEC 17020 and FL PE No. 43409 Guide 53, 2/ 212015 Sheet 1 of 1 Morida ffifflding C ode Online Page I of 3 lcin'da D ehv.n-enl,,4 BC15 Home LQq In User Registration H.1 7.pl- S.""vt S-&a'Q' Sia s & Facts PublicaLions i can Staff i BC15 Sir,, Mapinks Seale) I 3 u s i n e s lrofessibb P uct Approval U - troduM, Use, Regulation UMMUEZ3 inn Search AeLjj&-,j9_ULiLit > Application Detail ON—M Fl- 4 FFIS332-R2 Application Type Affirmation Code version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Addross/Phone/t-mall 650 West Market Street Gratz, PA 1,7030 717) 365-3300 Ext: 2560 bsitlingerl,dirrilwd,com, Authorized Signature Brent Sitlinger bsitlir.ger@iiiiwd.com Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Exterior Doors, Subcategory Sliding Exterior Near Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r] Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who develDlped the Luis Roberto Lomas Evaluation Report Florida License PE 62514 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. [)rich, PE Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code. Fl IS332 Q 51gn—dgtr Yearr AAMA/WDMA/CSA 101/1,S,2/A440 2005 Vi I affirm that there are no dranges In the new Florida Building Code, which affect my product(s) and my product(s) are in compliance with the now Florida Building Code, Documentation from approved Eveltji3tjori or Validation Entity CiYes 0 No C),N/A htips:/`/ww-w.floridabuilding.org/prlpr app (Itl,aspx?paTtin=wGEVXQwtl)cltII8572qvdWI... 8/31/2015 Florida Building C.ode Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name0 11;332,1 r9CRIES 4ZO ALUMINUM SGD FL-1115332 R? COC Fl,I533?-COMP,pdj Method 1 Option D 01/30/2015 04/30/2015 05/06/2015 Description SERIES 420 ALUMINUM SGD OXO 145-3/4"WO" NON- RFINFORCH) Limits of Use Installation Instructions Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes Verified By: Lois Roberto Lomas 62514 Impact Resistant. No Created by Independent , Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT '-OR DESIGN B—! 5=3 _RZ Aj 807aLxj PRESSURE iwrINGS Created by Independent Third Party: Yes IS332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"X80" NONIIREINFORCED Limits of Use Installation Instructions Approved for use in HVHZ. No .SLLIf Approved for use outside HVHZt Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent I 111rd Party: Yes Design Pressure: N/A Evaluation Reports Other,. RFFFR, TO APPROVAL DOCUMENT FOR DESIGN F1 I ,2, i -8 0 5 B, Ed f PRESSURE RATINGS Created by Independent Third Party: Yes 153323 SERIES 410 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED________,_____ 145-3/4"x96" J_ Limits of Use Installation Instructions Approved for use In HVHZ: No F, I _Z R7 "I I Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent third Party; Yes Design Pressure; N/A Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN F UtURR-11 "? AF , _ 5,L2 S 6AA .pd f PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX IREINFORCED196"x96" Limits of Use Installation Instructions Approved for use in HVHZ* No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT' FOR DESIGN I S 3,1,Z,3_2 PRESSURE RATINGS Created by Independent-Fbird Party: Yes 15332. 5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD REINFORCED XXX 143"x96" REINFORCED I Limits of Use Installation instructions Approved for use in HVHZ*. No Fjtd 2 1 2 Approved for use outside HVHZ-. Yes Verified By: Luts Roberto I ornas 62514 Impact Resistant, No Created by Independent Third Party; Yes Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI 5 _Lp 2979 PRESSURERATINGS Created by Independent Thi rd Party: Yes 15332.15 SERIES 420 REINFORCED -SERIES 420 RF-INFQRCFD ALUMINUM SGD OX, XO, XX ALUMINUM SGD I 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No tt_15 3,2 R2j - I : 08_,',0499C.0d' Approved for use outside HVHZ: Yes Verified By; Luis Roberto I orrias 62514 Impact Resistant. No Created by Independent Third Party; Yes Design Pressure* N/A Evaluation Reports Other: REFER - 10 APPROVAI, DOCUMENT FOR DESIGN FL 332 R2 jF 11080, 'd "A------ 5 ---- ------- --613-- f - PRESSURE RATINGS Created by Independent Third Party; Yes 15332,7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SOD OXO 1.46"x96" I ALUMINUMSGDIIhttps://www. floridabuilding.org/p:r/pr 'app__dtl.aspx'?param=wGEVXQwtDqtl-18572qvdWI... 8/311/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No F U5 _33 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent'Third Party: Yes Design Pressure* N/A Evaluation Reports Other, REFI'R TO APPROVAL DQCUMINrr FOR DESIGN AE B.-pff 32R,2_ _ PRESSURE WINGS Created by Independent Third Party: Yes 153: 32,8 `3'-RIFS 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143'x80" NON- i RE-INFORCUD Limits of Use Installation Instructions Approved for use in HVHZ: Na RL Approved for use outside HVHZ: Yes Verified By: Lars Roberto Lorries 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 11-1-51 1 JUAF5'(I3_(M.uJ_f PRESSURE RATINGS Created by Independent Third Party: Yes 15332, 9 SERIES 4301440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX I ALUMINUM SGT) 1143"x96" Limits of Use Installation Instructions Approved for use in HVHZ. No to 5 3 R 'I 0,5M,503C,p Approved for use outside HVHZ: Yes Verified By: Luis Robetto Lonnas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUNIF-Aff FOR DESIGN' P!_ 15332 R2,AE__LU ffad' PRESSURE RATINGS Created by Independent Third Party: Yes Back KE Caatag "t) 194Q North Mqqq_q lj t 11 t1t5sq, TL 2r:4' s The State of Florida is an A A/ FM employer, ,qpjLWjht_ dl rL - Under iorrl. law. ..... it addresses are pub:ic 'ec."t" 11 you do net want you, e-mail address released in response to a pubUr-records request, do not send electronic mail to this entity, Instead, cortact the office by phone at by traditonal rnall. If you have any questions, piaase contact B50.487, 1395, *Pursuant in Section 455. 275(1), Florida statutes, effe"U'r, octelba" 1, 2012, licensees licensed -der Charter 455, F.5, must provide the Department with an email address if troy have one, The emalls piwided may be used for official communication with the licenser:, However email addresses are p,ibllc recon:l. If you do net wish to supply a personal address, please provide the Nipaftment wiln, an enrall address which can be made avai!alble tv the pubic. To determine if you are a licensee under Chapter 455, F,,5,, please clrCk Zff,2,_, Product Approval Accepts: W*999M https:/,/www, floridabuildiiig.orcy/p,r/pr_app_ dtt.asl)x?paraTii=,Gll-,VXQwtl)qtII8572qvdWI... 8/31/2015 02S 1, 'w MID = S-QWN CAN S 0310D ME VwxQUAD, 0 &UP& W- RQUIREVIUS OP IN r ER2A MA D NO CME, 2WOOD G2A diNG A11M1 VASD,','Py -0 Bl' DESIGGNE-',, AND A!-JcHV,'PTIC FRO' Rl' ANSFE3 ALL,- 01DS TO STR jC-URE. FRAIING A,",'D VI:",R' CL"Mc- S HE OF A- rCH--FC7 OR E-SiKFFR 07 JAMRE A 90K I T d0r lSSlV,,jLAP VATERIALS MUS7 RE SFPARATED ,VITI APPROVED O'R VEMBRANF, avo M CA CMIG CP VNMMF IS PE R%%%8 Z 4 & 14 ARWMM CA HONOR 3v RKSM, A. ALMM% af OROS NAEAK 01 V3 VIAS MD n -AF DOM PUMV sll,Owll' HF?F. W.11,11D ,OAD 'D-RATC)N FACTCC-< Cd=1,5 WAS jSEDC,R WOOD ANUSR cAlcuiJoNs. DE-1 ALJ' 4'' W. hI-s VR t-S"V L'-'4 APPROV-S VnAC- S PR' D,T Nf W!1,10 RORPIF MAE usms. S. SKV n AS QUIRED ," LSC-i k,STALLAA-10M ANCHOR WMUCAARN% D BEG V ON WMA SPACE ,,PEA7ERVAXIV.,"A k-C",VAR-',-- S-'',A, S7ACK, '14", T DOOR ASSEVIES wSWAD WAN DAMAO' SAT 1,, 7Q-AL OP UA--AT-LR -^A% 07 R70UP-7 4,47ER ,,,INTA-0,' OVLP`4A,1IG RATK` , _ CVERHAA,(., [.NGTVOVEEHANG HE'iGH-1 a OR AnWWW NTC, :PkVN13 OR 2X BXK WE PD WMD Smws w-l" SATOTN7 ENS7, TC AMILVIL A i 3/8" VNiViV, E-VE;LMFN7 -N'71', LSCA'-L AN:CoS AS S`Oih '. -E-HATONS A.%D OR NIC USE -,,'Pi,ONS '817T- SC—,CIENJT TC) A,' IEVE A VINNUV '-V9EDvE'NT NT!0 2 '/ 2- MNIV,v HO, 714ME YCVE AWAUS AS SWW"N A NO US MD XYI_ 3M 72' TTV K&Wj& USE ra SMS OP KY DOP NG scows All! O AE W.MRFAEB MNMW K&Mn S-TT&W MECA VM,i-. AMP AVC-OK AS S CW J !N LLEVATPONS MD NSTA.!-/,- Ij,,',, l,-'AliS ALL -ASENERS 73 3E C_OS,CCN REE-S!S7ANF, 4 AKKAMN MC`WS SIAE3F %S74LLED K VAti",::, E',S .111STA', L,'M.", ',.DTPUC,:MS, Al,'_ S,BS-DA7- S Al STMNOM VSS VAN PT MNVUV TMENCY- SWCOT5 TION A. 1800D SPEOMC ICPAV17'` OF (,-0,42 RC-CCN{',RP-F VONMil,', :'OVPRFSSVF STP,"AiG-u W-- 3,.92 -E- S7RF,,,OT- =WOREAKE 'T AS'm ORA,,E 4, 1,(CF GREA77r7',', 0, VE7L 3wjCWRE SUE! 1%k 33KS! OR 1/8" ?J,',,MUM 4 AWKAD = NMQATCXS: OX, X! XX, W, PX, X?. X CARCF :-ON7F j-F; E-T t,'O. TO,S ADC-ED F-ANIC'-. AND FN 7NSALLArlr:N i2/,vl3 Mill WN" W'N' S AND D00'-cS LSD, S j- Y -,, D CARRSLL- O',', SE'R!EES 423 SGD REP, ,170RCED WITHOlUT A,'APTF.R 95 x gs" NOTTS, D,1c NO 08-02249 A as 113 1VMP3 i OF 10 SIGNED: 16161013 o\jWflff/j N 4f rG 1 w y 4.TAKA A 0 F 96, MAX FRAY- WD- ANC"10PS TO BE LOLA-Y SPACED 2) ANC-(,'RS PE-7 1-CCATON AcHCH RT #5 FOR NUMBER 07 LOCAI'ONS s- VAX 6'* MAX mAx If l 96, V,kX T.Aj i P, SERIES 420 SOD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW nERA;mc-7 wpAc-AiRnwr SF NOPIF WITH P-InP"SILL SEE GHAP73#1, AND #2 FOR FI)F,IPC,IV FRESSUHi RA7InIG-' PACT;i TINGm+25.01-28,6PSF K11 H'-!,12',OlLL SEE CK4,-TS #33 AND #4 FOR 0TlYFR V!IJ17S- RATINGS CHA,RT#1 V1,714 2-1132'SILL W4FRE VIA TER W:ti RATOM P k5 IS TA PJ-E IS P'-'- GUIRFO. SEE ( VOTE 9 SHEET Des gn pressure chart (p4 Fr.- Adi shplaFallandc121 -,dde V t, t' 4X,1 42 46.0 60. 00 72.Qg 94AV 96.E p- Meg p- Meg P.. Ko p- Kcg 84UO 11., O 410 aD-9 400 45.7 40S, 120 O_C 55 4H 43 O 2 40b ,O 39,4 32-4 T-3 9ZO 40,C 2, 4 rl ',,5,4 40-04-4c 6-T 4 C5, 24 3 71 96 0 411-0 498 A0.6 43 i 38,4, ag.4 r-HA. R r v W,'TH, l-UV' SILL WHERE WATER hV4 TRA PON RESISTANCE ISNOT PFOUIRED, SEE NOTE 9 SHFFT De4gn pre= m chart (par) Fa ,4 - d ct. I F,..- VWh 420 480 pos Ney Ftrs Neg pn. O d&. 4 584 457 45,7 1 420, 4,-, 552 4, So 4,3 a 3c, 0 36.4 39. 52.4 -, I,4 44 -4 40,C, 4-6 '7.1 37.1 92, 42,S 43L5 44il a? 1 L84 '. A844135.0 3.0 P. Evls* 45 ESCRIMCN I DA: I APPRWED Aar,F-, '- AKGE AND '"N qSTALLATON 12/1,51/?3 F?.- c!iA IR-1#3 WITH 1- 112, SfL" WHERE WATFRIN' FILTRA Fi0l1I,7E5J,TA,'J0,'S PE0,UIPFIT lrElV0TF 9 SHO",- 1, gle %-I and .eta, F,.- Wd,,,h ft Hd'ght, 30,0 24. 49,0 6000 j 7z06 3410 yfloo p- Meg P.5 Ng Ads Neg Pcs Neg 84.0 26.0 47.8 26.11 41 7 2' . 37A 250 34-4 C -M 32f r o .03;,3 25 6W2, -1 C4Z421.Cl 3Tl 2111 222 1 25,0 30.3 36,0 ' -C 40. 7 25.- 36.3 2 cFqARr#4 VIfTy 11 - 1,21 SILL WHERE WATER XvFILTRATION1 RES!,- TA,'VCF IS NOT REOUfRFI)- SEE NOTE 9 SHEFT I Design pressure chart (ps* F-, S44 P-,' 2 - ot.i m- AkIt.cm, r 3aa 36,042. 0 48.0 7- 60 00 72-00 84,00 1 96-CIO pd;E p.s M. g V.gj P_ T, P-7 g Pas -q P- I N-g 84.0 47.8 1 47.8 1 41-7 1 413 1 37A 37.4 34,4 34,4 3 a 2 2 12 2 25 2 3.2 2= 3 31,4S1.4 216 3,K6 d1,4 CHARTn, 72,0 Has E Jamb HLS IJamb H?S J..b H&S Jamb 4 5 S 1 8 6 6 6 W WINDOWS AND DOORS PLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 Sr.:) REEN70RCED WITHOUT ADAPTER 96" x 96" 1 ELEVATION 249 Ao- 08 024' F N7' S 13 13 Ol 3 10 11111U(fjj 0 7-- A* 4. TATfg- OF 0 9 B, VAY RAM E VC : F. ANCHORS T,o BE JF EQk f Y S PAC E__D 2) ANCHCRS P' R _DCA_10 SF" 7 CHAR7 #6 R Of LOCATIONS R- 7QjIRFD 5 ' ' VAX MAX VE 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW VPA 0 T RA ThVG 35. OPSF i NONE VV17H 2-!132` SILL SEE ChARTS #, AND #2 SHEET FOR 0ThFR UNITS RATINGS DESIGN PRESSURE HATING I VPAL,TRATINC 2, 5.01-28.6PSF Wir- i i-1121stf-f SFF CHART3#SAND #4 SHFET2 FOR 07HER t1N,,r,?A71h'C3S ADVED '_NW; F AMI 7_,N NSTIALLAT CHAR 7 # 6 Pfumbe ofa —" h - r I - c._t I , rq , —1- d6" VAY S;, 4- Part srd f Ull VVUVE a D'h --- ----- T_ .70' -0 3760420480 6r,& 720 jamb, li H& S Jamb Y&S Jamb H&S Jamb 840 4 6 61 6 6 116 6 86,0 4 6 5 a 6 6 6 920 4 6 5 8 6 6 a 86.0 4 6:]' 56 C 6 6 i 112'SILL AL' U1171JUM, 6063- T5.055 ',Hf,K MI WINDOWS AND DOO{ S LLC 1G01 'A,'- CROSBY RD CARROU C -TON, T)( 75006 SER`E_S 420 SG? REINFORCED 'HITHOU7 ADAPTER 9--' x 96" FN ELEVAT:C. N V.L. 7 L 019 — 1012 2 4 9 '3 C7 '3 A 1 14— S 1,0/30/ 13 11/2WN. EDGF DISTANCE ALDDLDD RA4GF AWD PN' N'STALLATON I 12/I0/ 1:5 4 R 1 yip1 3/8" A %. WCOD FRAMNIC 07, 2 X BUCK By OTHERS MAX t J, PZ Z/5V1/4 MA iI,C X SCREW INTERIOR HIGIF D S' aNCF . .. .. .. .. . ... INTERIOR SCREW IVOOD FEAR',' OR 2X 9JCK BY SEAI! to F KEE 3D' OF 7JKVC NS!", L—C V-j ADHESN/E D A ff SEE SIWEE- 3 R lr jj 11vicncEXTERIORIF!!-- OF-11CNSORSKIM , ;iSCPFV,' ic21, 2 JILT WCCD RAMINGJAMBINSTALLATION DETAIL 2x BUCK OR f - 101 lovNG OR 5 SU 1318" WN. BY G' WER VERTICAL CROSS SECTION VIODD,' WF, VING"OR 2Y LACK lNiT;lLLi:i,'0lV 1,10- NOT SHOWN FOR OLAafTy, P. PERIMETER AND JOINT SEAfA' VT BY DPL RS T9 BE DESIGNED IN ACCORDANCE W,THASTMF2112 M', WINDOWS AND DOORS LLC 11001 W. CROSBY RD CARROLLTON, TX 75006 j SERIES 420 SGD REINFORCED WITHOU7 ADAPTER 96- . 9, j DON l FRAMI,EINSTALLATION GEETAILSI- TATE OF DRAWN: Dws1 0, REV L) P, 08--02249 A MAL 5c- NTS 'AT' '0/30/ 13 "'EF-4 OF 10 NTS T, 0113 ME-TK STP J Ill'i R F BY O-11HERS 7 13 sms OF, SELF r-PlIWING ScRrl+v VE-A- S-RI-C LRE C Tit ERS VER TICAL CROSS SEOTION hfFTAL STRUC TU,RL JTALLA3T& NO TES: 1, h%-EPIO R AND EXTERIOR 9 Y 0 T NERS, NOT rHOWN POP CLAR(Ty. 2 PER! fFTFR AtV-1 .10INTSEALAMT RY O-JHFAS TO DE OESIGNrDtNAGCORDAPJCFWI-,' 74AS-T,fE21i,I 4" VAX, S- 41V SPACE 0 BE SE-1 !N I D 0 7 V,; EM KST7UC- CN AD ESN/7- 7QUAL SF- 1 SHEEr 3 PUR S;LL OP-MN'S SELF -, R!;-' - i N, 11 SCRENS W, 7 AL STRUC - liURT" EY 6, HERS IAv DA71 ADDED FLANGE AND FIN T X,14 12/- RA JAMB INSTALLATION DETAIL trtEiAL URE,"+STA.!,'ATr! 4 Mt WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. - X 75006 SERIES 420 SOO REINFORCED WITHOUT ADAPTER 96, x 95" INSTALLATIDK DETAILS 8- 02249 sa 14 Ts flay10/3D/13 15-5 0- ID E 2 1/2- V \. DGE DIS-ANCE 4. E V D E D V E N' CcNCRET tv MASCNFy 1/4- MAX, SJJ,4V SPACF, A ixpBuc Pp011" PLY X 077 '- '3 SHE- F 1 MtEXTERIOR Jae i INTERIOR SILL TO BE SET I N A RED Cl- VULKEIA 116 Ir Co"qs"!RUC70N ADHESU- OR MUM- 31' 6" TAPCV4 SEE SHEET 3 7VASONRY/ 7 h J, V", 2 '/ 2' V14. EDGE DISTANCE VERTICAL CROSS SECTION CCNCRE- ASONRY P.,'STALLAT'CN 1/ 4- V N. PVSEDM, ENT 4' VAX, 2" SHV SPAC'-- 2, 1 V" N. EDGE DISTANCE- b 3/ 16" TAP' ON —1 CONCR Ll E/MASCWRY By o-lims OP' IDNAL 'X C DE i LE v C T S. ET I INTERIOR EXTERIOR AmB- INSTALLATION DE —TAIL CONCRL" FWASONRY AISTIALLADON N07S: I. !NTFRfCPANlD EYTP!OP FhWSHES, BY OTHERS, NOT 13,14OVINFOR C-LAP-Y 2, 8)7-, l FRl3 TO BE DESIGNEE WACICCPDANCE WITH ASTM E2112 WOOD "RAMINl OR 2X B-ICK Hy D-ERS is wmm S, ... WCOD FRAV'4C 0 R 2 X B U r-'K 0-HERE 112" wN. EDGE- D IS -AN C F v B ME N MAX. SHM SPACE 0 WOOD SCREWs ExTERiop Ll----d INTERIOR VERTICAL CROSS SECTION VloEiD- NOTES: PYOTHERS, NOT Si4OWNFOP CLA.-?I'Y. 2, PERMI FPAND JGl,%r-,SFAlANT BY OTflf-PSM BE I ESfGNE,) PV A .,'C(JRDAMCE VOM A 37V E' F DiSiANCE 0 F 7 SET N CP VULKEM, i6 RUCTION ADM-SIVE -ruicl, wocn- AJAI SCRElls SH SH117 3 FOR SL'- OPTIONS WOOD 7RAVI', IG OR 2X BU",K BY T 177D n. ANGF AND 7N' INSTALUVMN - 14' MAX. INTERIOR EXTERIOR JAIVB INSTALLATION DETAIL M; WIND' OWS AND DOORS Li k jllllljl// o Ml W- CROSBY RD p CARROLLTON, TX75006SERIES420 SGD REINTCCEl) W17HOUT ADAPTER 0 0 i 95" x 96" DLFkLS Riy TAfS5 Fl—' N(,-ENSTALLAJIONOFORIS"- L: 08 02249 NAL 77- NT S 10/30/13 7 OF 10 if I [I t FE:JS5i:%NS R!-Y SCt±iF'".b'.k' OAll APaE'GVEb A l A Hl) WANAND FIN !N5r/11 AT;0N >2/ .3 j P. ja MAX. S M SPACE BY CTPiF2S I 3 j4" MAX rt7J Sr ACE 7" C St a v.a SCREbV 7/ G 114 INTERIC%R EDGE G -,TANF EXTERIOR _. J J L INTERIOR ERIORL L BE _ s r ii - C STRC.CroN aLE3E'sfvr.. 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VIBEDMP 1 V,A-q C zS FIT' - -------------- cr TT ki M SPAOF 4-, 0 PTIOKAL Ix BUCF To B PROPI-R21 SE NO-E S" 3/16" AFCON INTERIOREXTERIOR S L 70 F3 SE- 14 A BED OFF' VJU4E'V 15 COOS -RLC7CN ADHESFVE 31 5- -APCOIN OR 70-AL v I OPT'C''S MASONB-/ BY CT 'A 0WO 01 7" EMBEDMENTIf 2 112" M!N. EDCE Di-37ANCE- VERTICAL CROSS SECTION CONCRErEIMASONRY IN37AI a7i Rc,S, ADDEr cLAN NC W-STAUATPON 2/!2i/'' RL. 1 '/ 4" VIEN. 1/ 4 2 1 / 12- D, IS7 ANCE CONCFEIT/ vASONR' PY DTH R EXTERIOR JAMB INSTAL APO—N DETAIL Z----- a TONAL IX BL-K --__1oN-II II 111 TO BF PR'OPERLY SECURED SILE N07E 3 SHEET 1 NOTES., NOTSHOWN FOR CLAJWTY 2, PFRWIFTER AND JOhliT SFAI.A,'Tr BY -17HERS TO BE DESIGNED IN A,^,ORDAAI E WIThASTM E21 12 Ml WINDOWS AND DOORS 7-LrC 1001 M CKSBY RD CARRO'=ON, rX 75006 c, E N SERIES 420 SGD REMORCED V HCUT ADAPTER 96",x 96" NSTALLATION DETAILS ' 7TA e077 MONAL': 08- 02249A7, "-F10/ 30/13 OFF 1 O WOOD FRAMING BY CTHERS T— SUREN 7/16" V% 7"DGE DISTANCE 1/4" MAX SH!Y SPAC' JAMB INSTALLATION DETA If- 1w000FRAMfp.,C- oR ziFtjcK INSIAUA TADhl 8 WOOD BY 0-HERS 1/ 4" MAX, S', CV SPACE CC, S ANC EXTERIOR EDGE DIST. 4A N. INTERIOR VA70NRYICON CRUE IX B'-; CK BY 'M,4EF'S, CCK STRIP 1X EjCK M 5- PROPERLY SE-iRED A P C 10 N EXTERIOR PANE-1- N-'ERLC'-,',' HOOK STRIP INSTALLATION FN-( - RETE ME7 S- : 1 CT FE AL , RU - BYC-HERS 7 F J GA NT INTERK)R OCK I SELF DRt., 4K, PANE PANEL NTEKI-OCK EXTERIOR NT---RLCCK INTERIOR EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2Y F1 UGr1VS)0D FPAtf,NG MjE-,AL STRUCTURE VERTICAL CROSS SECTION WOOD FRZAINCEP- —2X S- N K 111137'AL-L—A770N FOP, 6111 WSTALLATIONSEE SHFFTS 4-9. INTERIOR NC UF: i. W7EMOR ANDF-- J FROR FINISHES, BY 07HFRS, 2. FFR/ME=-,5 AND JC,',N7 SE,4,,-'A,VTBY OTHERS TO BE 117Tf-IAST V P2112 REDi, RDvLN7S A!HE 51JILDiNC CODE, WOOD VOWNG MID MASONRY OP Iv 10 BE CESINW AND ANCHORED TO PROPERLY 7%%SWR A" LONS Q) STR,,;' CTURI, ',TM/':AC AND V-ASO',A' DPFVt^..G S 'NE OF -DR r_NA ER CRECORD, 3. ix lKIC/ OVER YASOORY/,u-',CRS CATONAL- , X E-CK s l,'OT uSr D SSV, i!AR MAERN,-S NNE, H SP,-AEfA7ED WF H AP RCV-- GTINS O'S VE -RA4L, SELECTAN IF COA'.DO OR VEM3RANL S RFS"')'NSlB0A E%4GINEFR DF AECORD A AL'. WME SUMS NnASE OF 03 WAS NO ARD A THE DOW OF TT PWIACT SHOM FTR7 Q WK MAD, DjAWON -AG' DR Od -!,', WAS :,--,-LD NDCD C&T v x DNS, IAATFRIAL: :X -DED A -UV IOAV, 60-53-D, 6. jNITS N,) S7 BE a7 PER ASTM EIRO-04 of KEW GOSS. PPROVFD VPACT SYS7F[,, 4 i. REOUIRED FOR -HIF PRODUC7 N IMND FIORNF DEBTS REGUNS. H S, AS' REQU;;ALE, A' 0"\ AUUR 'N T-z tOA'D -,lAR,Nf- H V S-W Nl t SpAw cy vir OR wom Omns. mmmm ALL S" ". er """ 9. DOOR ASSFALES N&MAD MERL OVIRM& 5,710 '+,Ai DA 9R-,ATER 7HAY DO N07 REQUIOWA-H NF10N T:,S!S-ANCE OVER -ANO RAT O - CVRFANG LENGTH/0VIERHANC HFIGIOT, AlINCHICR!"IlIG N70 WOOD FRAVENG OR " BAK UK ro WOOD KNOVS _..Na PC ACH:VE A ' :/8" S-RSTPA7F, :DCA-Er An,AS ASSHOWN iN EJ?,,QV- CNS AN' , DETA'-S. CR A%J'-HORNG 470 USE ]/ lC" 7. CCNS M AMWE A 1 IP" MMA- M' FWRD-'MF--N- N-0 SU'-.AT,- VVI-''-s 2 1/2" ',,lNmJm D:S-Al,CE, 1 OCATE, ; Jc-PORS AS SHDVIN ltd ELC/ATIQN'-' ADD iris-,ALLA! C, DETAILS, T KR AMEMS XTD VE70 YRAMR[ Jul j`C SW OR SE LP D"MS SUMS W D Al--'H-VE 3 -HA?LA-" S Vv JN, V HID S-RJC'ijp'E 1JER-OR ""ALL, S-QM N ELNUCAS AJQJ NSMVM% D LS. 3, A-- -C 9E CORHS-,A AFS;S, ANT, MUCH ALL BE NVAaW !N AMOUAKE Wqd AWOR VANF,G,'-URER'S tiS-AL-NGION OS7R'-"-':' CNS AND AVMOrlS SHAl OCT Bl- USED IN SAYRA-M 004 SXNG s IDS -QN NE VVWV THUM wmms KyAe: A KNDU, -- VNlV-V 0,' G-0.42 R CMCWF MUMV COVPRMSt ' S`G7h ,192 PT, 0 S- RAn, MVINVAK& TO MV CCRAH —E 1 OR TaAVR) 0 IVDSTA37LRE- S7H '8GA, H A-UVINUIM RC53-75 !,S' THCK 1/11,W-Yl ONE OF COMETS SHE9 Ncl7=R-PWN REV 5 RZVSFD -1ER ',D4 2— --- --- C V! WNDOWS A D -100RS LC 107 W. CRMBY RI 11CARRQLLTO' 4, TX 75OD6 SERIFS 430/443 XIX SOB 143" x 95 RENFORnD NOES 00 - '5,3 c 3 R N-B-- L 02/2-5/ 09 1 0; 9 DATE ! A?lR0lFD SIGNED: 1210612013 off R. L o 07 ',W Ally - - 6" VAX VAX FRAMF 6 MAX 143" VAX FRAM,-E W571 T AN': ';RS " BE lu z-- I SPA CE ACFPANCHORS P R SH CFAR ' CR N , IIE 'CA7CNS REQUIRED T- 7 fi I x SER[ ES 4301440 XIX SGD EXTERIOR - OEIN A AC7` CRAR"S R ME ' 4 -- E w= p TLS-NG 61, MAX C ACDED, NTA--L--1CNS DESIGN PPESSURF PA ThNG ,MPACTPA-,7Atc DESIGNPRESSURE RATh"JO IMPACT PA,7N3 40,GPSF NONE + 25. 01-2& 8FSF NONE V17H p il, 32 SILL /V174' I 112'S11 L. SEE CHARTS #1 AND,* FOR 077,'ER UNITS RAVINOS SFFCHARTS ,*AN[)#4 FOR 071,ER UN17S RATINGS islir - - -------- 2 '132' Ll --, L 2 1132' SILL ALUMINUM 60163-T5.055 THICK CHART-#1 M-TH2 L vV14FPF VIATER WFiLTRATION RESOTANCE IS REQUIPED SEE NO TF 9 SH- 1: 1 1 Sn gn P Ire chart (p S Fm F--e,an- TWN R rtth (hi T- Fie gf, 30- 03,5. 0 42O 477 90 108,00 12600 1 143.00 lk' p- I"N.g I PCs rig I Pas I Ng I PCs I tl.g 64,0 4. 0 4C. D 57,9 40 0 1 >2-0 1 46 1 48.6 980 40J) SO,(, 403 54. 5 44' 40,Cr 59.6 40. C 51,7 CL 43.5 G 96,0 40,0 58, 8 4.r.D Q.0 40,0 1 4 3-' 1 0_0 A' 4o-o .o CHA PT #2 VV17H 132SUU VIIHEPESEE N07E 9 SHEET Design pressVre, chart (pst) gh* Pyml --, Tow (n) 346 360 420 47.7 K;, t ----is- -0 10a,00 12600 14300 Nj- P.. Ng PCs ed c 60.0 9 52, O 52.0 48.0 48.O 84.0 A 48,9 48, 9 45L 45.0 49.0 59,C Z3 E4 54.5 1 1 /2" I ilp" SILL ALUMINUM 600-T5, 055 7r4,10K DATE Cif C13 2 2105p 3 C. L. CHART#3 NO H 1 1/ 2" SU SEE NOTF 9,SHFF r I F--a-g,z P-- -- (P- 9 F, and TeW Fr vlidh {m) L- bw 360 42,0 47- 7 90. 00 108. 00 12600 143 90 p; T- r "g Pe M' g Pas - M-9 PCs 1 9 0 2SG 44 25. 0 4 -- 25,' 1 37 4 34,5 1 7 66.0 25,0145. 2 25,3 397 -2677-1 -3712-2TTr3-2 T 9261 25.b 428 Z5.9 312 1a.0 7-33.E-j 25.Q 30.5 9- 50 : .C413, 250 35. 2' 5.0 1 SIA ! 25.0 1 28.8 0HMf-?I'#4 1"7H f 112'S,LL WHERE WATFF AIFILTRATRON Fff-SISTANCE 13i' 107 PE4UIRE-10 SEENCTE 9 SHTE T I Devgn pressure chart (pstj Fars Rml. m7,4.i Fare N=1 h,' 30,0 76,0 420 47,67 90M fmro, 126,00 f43A10 T- Pas Hg pos Mog PCs M. gPCswigB-1-0 47,8 47T 4- 7 47- 3174 VA 34.5 U,_5 68"7 45 -2 352 12-,l 92 6 429 33.2 r-- 40. 7 37A 1 28.8 1 23-8 9- Sr,,g e TO.! -1- V11 lh ( M; 300 360 420 47.7 f43.9 H&S 1 J-b I H& S J-b H&S Jmb Jamb 114,11 6 1 6 1 7 6 a r 85,0 6 6 7 8 a 6 S e 5 7 6 96'a 6 M1 WINDOWS AND DOO. RS loci W, CROSBY RD CAR-KOLL70K I , TX 75006 SERIES 430/ 440 XIXSC-D 143" . 96;' REINFORCED ELEVATIONS DRAW' : UWG NO. F A. Cq- Cl,' SC,3 C T NTS 1- 02/23/09 ` 2 OF40p- LO A;41TAf OF ZONAL WCOX-D `rPAMiNG OR 2X B,,CK Ey 071-ERS 410 '430DpD SCR7,N WD WOD') F'RAWNG OR 2X EUCK 9' CTH.'ERS VERTICAL CROSS SECTION, NG0,'FRA,if,,'VG(jf?2XBUCK It iS7,',LLA7+ON Pic TES: 3. INTERIOR IA NO EXTERIOR I"NIS1 IES, BY OMERS, NOT SHOINN FOR ')LARDY. 2, PERWETER AND XIN7 SEALANT BY C.) HERS TO BE MIN oar STA',' CL 3/C5/12 A43EDCHKRTSEE REVSED PE,'-1 NIL-W TE FNG R.L. c 1 3/8- 'A N. F 1/ 4" hiAX, E- VH-!lW.FNT S(i!V SPACE S7 ic woor SCREW S- 1 ftJ V1 ON ADHLSVE, S! LL OP7014S WOOD FRAMINC CR 2X BUCK B BYOTN--RS W N, Af,' NT 74, EXTERIOR JAMB INSTALLATION DETAIL vo aD F7,Af,ft,,7G--opzx iij—cW-ws—TA,—uA rcN PH ", N;NDOWS AND DOORS LLC 10, 01 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143, x 96" REINFORCED FRAME INSTALLATION DETAILS 40, 08- 00503 sc N7S ['- 02/23/09 3 OF 9 A; 4TATE OFtea it W 0' A -Tr. - s-R"'lcTJRC 1-ly OTlri.Rs 10 sms OR SEm.P ORUUNG SCREW vEiAL PY 0747-RS VEHTICAL CROSS SECTION M ,,V: 7R',9UCTUfTE INSTALLA TIC'N NOT SHOWN FCIP CLA.RITY. 2. PEP hVETER AND JOINT SEA L/W T P Y 0 THEPS 1-0 8F, DES,'G,IJFD IN ACCORDANCE W77-,AST/ E2f I;P 4- 'VAX- S,4 M SPICE rG F C-STANCE RLANG Vi D SVS OR SELF CLLINc SCREWS TO BE S—, N QLAL V E-AL SE SH--7, 2 BY OTHERS FOR SILL OPTIONS 4- MAX, H:LM SPACE RE, 'N AC:i,AR 43' DE-C r,,4G'E NS-A—V'ONS JAMB INSTALLATION DETAIL METAL TUREWS rALLATTON Ml MNDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 KX S,-,D I ' 43" x 96" REINFORCED FRAME WSTALLAT16N DETAILS RAW"': vW13 N0. RFV F. A, 08-005C3 c NTS 1— 1,2/23/09 OF 9 DAM P, * L o 2 1/2" V:NL I 7DIGE 7,!STANCT- g 4 D VrN7 11/4' VIN, 1/4' VAX, SW. SPACE. 0014CRE- E/ MASONRY S 1/2 FDCF DSTANCE Cp -! C%A. INTERIOR 70 HE MAX RO - ZLY 7S E C"U REK', S- HV SPACE S E NOTE 3 TAPCON igSy EXTERIOR INTERIOR EXTEFJGR DEC OP V'J-XEV 1 1 6 11 1'[ - CONSTRUCTION A!'-S!VE 3/ 16" 7APCON OR EQUAL SEE S iE7 2 T D R sil-"L- Op -IONS W, ASONRv/ CONOR' UY OTH'- 1/ 4" 'lily. FME3-, 6M'-Ni- VEFTTICAL CROSS SECTION T 2 "/2' VV'J. F- CGE DS--,ANCF, AID,= 0- 4ARTIS RE",P,' 3F-- PER N:W 7FST,F4G A,'DM F-ANCF NSTAUA7C'4S F JAMB INSTALLATION DETAIL. OP701,1, ' X 3JCK C BE PROPE-PLI SECU7EC DESIGNED ,' NAcropD1wcr WITHAS71FP'12 MI WINDOWS AND DOORS ULC loci W, CROSBY RD CARROLLTON, TX 75006 SERIES 430/ 440 XIX SGD 143" x 96" REINFORCED FRAME INSTA LATHON DETAf'_s 7'FIN N:: C 8 - CC05SO3C 'F NTS 02/ 23/09 5 C F 9 DAT- '`ROVFr 2/s/ 13 R— D OD RAMINj OR 2X E&UCK B'y OTHERS SCRFfi EXTERIOR 10 WOOD SCR7w W'00D FRAMING CR 2X BUCK 13, C-NERS 1/2' M:N- F;,)G; DS-ANCC 3/8' WIN. F'.M;iEGM ENT V4 MAX. s , HM 1,- AG_ 1 -,/B- knN, 7MEEC'JE,N-1 T-- 1/2" MN - EDGE CISTANCE INTERIOR SCRE'N SILL -10 HE S7 IN A BED OF VUl Ki M 116 CQNSIRUCT ON ADHE&M- CR AL SHE 2 WOOD FRAY NG OR 2,X CJCK By -;THERS EYBEDMENT VERTICAL CROSS SECTION WOOD FPAVING OF,-X BUCK IPJF TA ICAMON NOTES: iNTEBIGRAND EXTFMOR FINISHES, LIYOTHERS, 1407 SPI VVN FOR CLARM 2, PEP.,,,fE- rFRIAND JGINT SU,,LWlq7 BY OTfIEHS 70 BE VESlG,NE0,'!V ACCORDANCE MTH AS7V F2172 1/ 4- MAX, SHM SPACE R MSONS A. F-P_-o (>AF7 3 ADDED -- LfNGE NS7ALIATIOMS wiffilm 7 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMINI, OP 2X BUCK hV9TA! LA 7110tv PH WIN",DOWS ANC DOORS LLC C' 001 W. CROSBY RD ARROLLTON, TX 750,06 SERIES 430/440 MX -SGD 143" Y, 96" RE11*0RCED FLANGE It STALLA.70N CE- A: LS F. A. T- 08-00503 KILE N-s I— 02/23/C9 1—'-'6 OF 9 R - L o o ATE OF o MAI. jfmwlVl kh -7— S7-RvCl i Rr BY CT -HERS lci sms CR 1 r 0 R 'LL N C S c R L'All ILk CAA S f R -1 C 7 -JR BY OTHERS EXTERIOR VERTICAL CROSS SEC77ON METAL STRUCTURE lAlS74LLA TION V0 --rr 6: Y. WTEPICP AND EXTFRIOH FINISHES, BY OTHF14.3, NOT SHOVAN FOR CLARfTY. 2- FFR,METEF A,%lrDjCfVT SEALANT BY 07t;ERS TO l-E:SG,',lE0 INIA0 CC ,.DANCE MT f AS' 'If E2112 1/4" vAx. SHM SPACE CR 7/8" 0 SM.S OR E-1 DR!L-;NC SCREWS 0 BE S7 !N OF Vl-!-J<EM 16 mUC7ION ADH,-_sfvl`- SAL ME7AL S7F"jcT nt. 0)-HERS SFSHEET 2 OR S:l 01—ONS aewsens ADDED CHAR-,-S FE' ASED PEP N,Yl —STIM AD" En -LAIIGF NISTAL , AMNS 1/ 4" MIX. S- N SPAC- EXTIERIOR JAMB INSTALLATION DETAIL MI WINDOWS AND DOORS LLC' 1001 W. C RCSBY RD CARROLLTON, TX 750r-6 SERIES 430/44C XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS 7, Uwrc: A, 08-00506 c 7 --- T—/27,/Og 1---7 OF 9 77" N7 DA-, F Alpp.c"D 12/ 36/13 R.L 2 %2 Mt V, w CO;/ EOG_ 1,SsAs vE A LDED -,APFS MASONRY — AO;1,Iv` i ir.s—A' Jrw, 12/06,/13 R L WN. _k f4 M.A.X. RUCKXC J — - L NIr t j E JRED NOTE3/15 ON 4SHE:, ' tA- ! ! / 6.. RC0n .Mir- RLYom., 1 a rRS C,ONCRE" /MAS.,n NRY --ti r _ EXTERIO T ' i ft 7 ERtOR 3Y t yi s 3/35" ',^FCON s •, iN EXTERIOR J'tiS t 0NA X BUCK JAMB INSTALLATION DETAIL l I ,ov,re t,Asar.trrn s t rro SEE ShE T 2 S URRSt_t_ OF'iONS S£ 3 S Es i V O a_RS — k fJ01dS: tf M:"q. t.!,V,ER+OF?AND EX7 PtGR F NISNFS, By 07NERS, M F hf -.NT NO7rkOAM FOR, 0APir. PNIL EE:R „O„d'i . E ANT9Y0TNERS,,0BE DES Cr.'te.D,N huCC3R£7ru1 E V-ll`NFSPd E2/12 VERTICAL CROSS SECTION 2 /2' WN. rJN%Rr7'FlM,ASO 7RY,7dSTAt1.^, PrGAt . _ J EDGE l-l.4iQ.ti C^. CARROLLTON, TX 75CO8 a XO EFt n xf ! SERIES 43C/440 XIX SGD = 0 6 51 43" x 96" REI'4F` CLC FLANGE 'NSTALLAT'ON ,ETA:LS F.A, cnr n n 08 00503 C SCXF,ITS C2/23/0 8 Or I b/8' YX DGE -F 'ST. F[v" INTERIOR EMBEDMFN7 y crHILRS X BUCK BY HOOK STR'F 'X BUCK TO .'F PROPERLY SEC,IRED 3/"" EXTERIOR PA,'F-L hJM_OCK HOOK STRIP- INSTALLATION PIMSONRY1111014CRETE NTERIOF V' r'OK C R 6v EXTERIOR ANU l47ERLCCK HOOK STRIP INSTALLATION ZY BUCKWIDCD FRA,,,VNG A'T t'D"F: CPLARTS ADDFU F_AMcC. eS'AL-A7ONS 12/06/13 L V117AL S7 RUC% , R7 BY INTERIOR iC SELF CRTUNG SCREW ANEL N7R_CCK HOOK STRIP INSTALLATION METAL j74U Fj7 RF NOTES: Y. ;NTERIOR AND EXTERIOR FINISHES, By OMFRS, NCT SHC WN 'OR CLARITY. 2, PERIWTFF AND jOWF SEALA"fT BY C r14ERS TO BE DE 'GNL0 W A CCORDANF V07H A S TM F2T ', 2 W WINDOWS AND DOORS LLB R L i0ol WCRD CARROLL-ON,RTXOSBY 75006 S=Ril_ s 430/440 XIX S.-D 0 143 96" R-FINIFFORCE-D 4S- NON HOOK 'NS7ALLA_,l' G'NDETAILSVTATE/ TE OF REV 4 08-00503 C O/OMAL 9 OF 9 SETS 2/ 7-3/099OF 4 10/27/2016 Florida Building Code Online BC:IS Home Log to User Registration Hot Topics Submit Surcharge Stats & Pacts pulnhcattons rBC Staff BCI5 Site Map Links search dbProduct Approval D USER: Public User Mg,, c& u", `1 > Pr. i r 1-1 ' n ' rFh > LaaLLajjQn_LLjJ - Application Detail FI_ # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Enna€I 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exteror Doors Subcategory Sectional 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 John E. Scates the Evaluation Report Florida License PE-51.737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL1I174 111 ,C I Cer t.._Ir Sc.g4cs 2011 S: i andard DASMA-108 DASMA-115 Y!pLa r 2002 2005 https://www,floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqufl1JRfVVxf6u7ojnl0heH°/Q2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL# 1 Model, Number or Name 1--l-1-111 ------------ i-- ...... .... . ..... . ........... ... ............ ... .... . 9174.1 i 5120 / 6100 / 9100 40228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6,100 / 9100 ,t0229 Method I Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 5120 / 6100 / 9100 -*0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressure: i 25,90/-28.80 Other: 9174,4 15120 / 6100 / 9100 &0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +-30.00/-33,50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.5 1 5120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes 9' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or interr-nediate section, Installation Instructions V 11 Fr k SuULtai nt, i Verified By: John E. Scares P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FLI) 1,j _j-LLl1_ iL_ A -_ M A h3 l f L1 21 T4 Ell P—IL_L,al L-&U)L 111,LLL5 _ L-2 11 L__ARIL -_Fl_jQ9 j7 1:9 rLI ffirgiio ln ,cr 'Ch 2 14 I_L _LCreatedbyIndependent Third Party: Yes 16' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions MIL Z -4111 - ji-Q222-313 -921c) Ln' fL-9174R11 ' 1_jffi)j 2Lib5 VerifiedBy: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 16' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions LIE" lud-f Verified By: John E. Scares P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports L_ 9L,I4 R t L ',L S T M A ->;1,dCdf U-91171-11LU- L Eval aO-Jf Created by Independent Third Party: Yes 16' Max width, 8'-9" Max height. Max section height 21", Solid only - no glazing available. Installation Instructions LL1212- 11-Bij- ILD23 1 Ltii).2 S P5 Uf LL91LUELL 11 Verified By: John E. Scares P.E. FLORIDA RE 51737 Created by Independent Third Party: Yes Evaluation Reports LL2j, j/j,_, R' A A LU21LILJ_U—I 1A F ' j1- Y-a fLIaL.Uq 4 Lq- J7_ Created by Independent ThirdParty: Yes 9' Max width. 8'-9" Max height, Max section height 21". Glazing available in top or intermediate section, Installation Instructions 1211f LL21-71-L- P,11- IL- 1 u)-"l -51 Ill-L Q) oILEIL LL ( 4aapao-1 Verified By: John E. Scares P. E. FLORIDA PE 51737 https:ltwww.floridabLJilding.orglprlpr-appjtl.aspx? pararTi=wGEVXQwtDqufllJRANxf6u7ojnlOheH%2bRKJkizESWxAzeqKuY8GeGQ%,3d%3d 2/6 10/27/2016 Florida Building Code Online Design Pressure; +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports LL2 t / 4 R 11 AE AST M A 6 j—)3_Rg f LLQ 1:/ _4R_1 L AL-Ly a I Rgja 1) 1 Q _LLa_jpKj_ 4_RI1 AE FL. 111174 rr, Pff%rn'ctQn I_CLrj F I L Created by Independent Third Party: Yes 9174,6 15120 / 6100 / 9100 #0235 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; +39.20/-43.70 Other: 9174.7 i5120/ 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be Used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.9 5120 / 9100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174.10 15120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43,70 Other: 16' Max width, 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions LL1_)1Z4_Ej1 11_02_5_119_Q21PE__pdt LL9.I,74 _R11_11 312242 P4pt Cf 0u, ILL Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports Ft PI 74 RI I AE _ASTM A 65 a_Of ELIL4 _AL _D_Q21 74 Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height, Max section height 21". Glazing available in top or intermediate section, Installation Instructions LL02i' Ll-l-Eli-IL-Q,2,"I-11q-L,,2-i2L-LlLf UZ7R! tLY 74 ' 1 1 H Verified By: John E. Scates P,E, FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports L,2j7A aLLL AaL A M_IS _-A __g fLU211 Z! -, R- U - A _F _F_v a -I R. at L' Q CrJL a _(2f, Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports f912A_ R,LL_ AL_,S_S_1_11,LA _Lj I idf _alz LLq_LZ4 RRI AE -)Q174, rjring- p—n h 4 jll Is pdf LLL_ _ _AffL__ Created byIndependentThird Party: Yes 18' Max width. 8' Max height, Max section height 21". Glazing available in top or intermediate section. Installation Instructions LL_9174 R 19, A0 P1 'Q,df L1.2174-E1L _HT rqQ 1 1 _11jai-f FL` IL-L1jLL_' vvr) jarnbS &L Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports fl 9 t:/l R_l L AI: ASTM Aj51, f p_d_ LL2174 _R11 AE EyDI-RUI-21it LU i E3C f s 1,4_ 9 if Created by Independent Third Party: Yes 18' Max width, 8' Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions LL9J2_±.BJ_L _110_2_ 7 f 12JZ4 Verified By: John E. Scates P. E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports fL LIZ,4.-RP1 A 51 'Q Q LAH-M-A-L fgF '-,UL214affj_ Created by Independent Third Party: Yes https:llwww, floridabuilding.orWprlpr-appjtl.aspx?paratTi=wGF- VXQwtDqLifll,)RfVVxf6u7ojn[OheH%2bRKJkizESWxAzeqKuY8GeGQ%3d%,3d 316 10/27/2016 Florida Building Code Online 9174.11 1 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 4P0600 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +26.90/-30.80 Other; Doors with glazing shall not be. used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions tl_L2.1 II 0 t rr 31s)QZ P4,)dt 3e7 21t II tN' J3ntmI"rT''l? >` Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports i 1 1111, R,t I A AST M A Ei5?.I,,c-lt r t J,J l4 R 1 AE Ev I R sprli LLQ R„ FLQ9t74 Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width, 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design pressure: +41.00/-46.30 Other: Installation Instructions 4 74 P Sit U4. dl F ZI U—EvU Ts mTS t ?of Verified By: John E, Scates P,E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports 7-# UI AE ASTM A ,. Llf L_n.t7,j._R,LAE_Eual_Rg 910 s E(L Created by independent Third Party: Yes 9174,13 5120/5140/6100/9100/9400/9600 16' Max width, 10' Max height. Max section height 24", Glazing 0602 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Ft. ?1`4 i21 i i? ;602 329 7w?S.trdf 1=t,s?17 R11 TI,. NIC 7an,k?SLipi ig._rrie€7 1liClf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL+1 <1 R11 AE Eval ' ,:,r.,t r IC;O ri 5. )cif Created by Independent Third Party: Yes 9174A4 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing j #0603 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +23,00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or, door is a replacement door. Installation Instructions F`:`).R i, i1603 31A, 4 PS.rJf FL9I74 Fri _1I._,7 ?d & .r C Qig3r r1df Fl%74 Pt1 id WD7 m S r,Igrnrrr l?1' rJf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports LU 7-c,53,pjjf I (?j74 R1 I ra E-K Rent 9l OC) rl _.12tif Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design pressure: +39.20/-43.70 Other: Installation Instructions I L 21 r4. 1211 II 319040 P1. PosLpc f l,- LLLLR1S I<)[7]. fit? TI `vVC>iarm?r?.I?I?r9nr r PIS> s L?Sff Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2,L71 R LL A- A41 MA IG FCr#I74 R11 AE Eual R Lft 1f,_I:_a y;cf F c 174 R2 AE Fiii9lJ4 r, l ffirmation fnr fE3Sti 1();1.4_s„Lt9f Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width, 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use ' Installation Instructions Approved for use in HVHZ: No FL4%4 Lll T91 R4 r Approved for use outside HVHZ: Yes 711RLmTrakSut )i2,agM Chart Pi(Lf Impact Resistant: No F ,)L? b Ii trv,`DJ n ,j"Ierp n F, & https:// www.flori dabui ldi ng.orglprlpr_app__dtl.aspx?param=wGEVXQwtDqufl 1 J Rf\Nxf6u7oj nlOheFi %2bR KJ kizESWxAzegKuY8GeGQ%3d%3d 4/6 10/27/2016 Florida Building Cade Online Design pressure: +15.30/-1.7.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports LL,d ` R L AE ASTP1 s; F7 L. R2i. AF _FvsJ_wR S.4 14 i 5:i F Lt >74 Rl AE F 74 A€ irnr7 Por FFSC Sth 2014s Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 1 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: f30.00/-33.50 Other: Doors with glazing shall not be used in the wind borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FLt)1,74 1Li1 II C LQ271t7i 7f w:-: 74 R1,7irk,,_St,rl .m ;it 7 P7p f Ini 9 4 itl'i 1' VVLj'a[rtb$ ikpLQj tmf 1 Of Verified By: John E Spates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports F[.I Rl l AL A "TM A rdf FLr)l7f2 Rll_AEF„LQ9,_ 74 ), ij)ASIgn for FCC n, 774T• i.1 Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 IS' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design pressure: +39.20/-43.70 Other: 9174.19 j 5140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: 1 1.8.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions i 7T4 _Rtl 3 7:17 : 7L}_ 714R11_ Ii >IL040 Pt I'c>S . a F7 3rr1 Rl l IT Try-k S a ° In n ht P r 7g77 Rll II 4VY rnVl"rn nt s_df Verified By: John E Spates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports F 74 y AS M A .5 r? f G7a??....R11 AE FCT4, r' Affirma n fTr F_h0=?? •7f Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions F 1) 1 4 R11 II Tr7kk Su :3l .ITl nt Ijtj Pi77df 7R1] I Vv` 7 rr'7tll,giernentPl6 s [?'f Verified By: John E Spates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports F 171_ 3,11 AG A$1 M 7-E75?)f ELM774R1, AEn._E PI: _kObS. I r2 S1x Ft.,;,,1 i 11AF LLL9174 rR Affirm pcn `c)r FI3C1.` h 20--# ImIf Created by Independent Third Party: Yes 9174.20 15140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing i available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: + 25.90/-28.80 Other, Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions F 9 7, Rt1 II 0SI2 9 . f U_1774_ RI1 17Track su pment Tart 1 7f fLj)_ 7 R I I 1 12 r P7 _ tt Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports A S 7 Fl2174 Ril AE..-F(71i4 _rJ:Affirma l for FC S 7QZq CJf Created by Independent Third Party: Yes ontact U :; . 0 871a7r StpnpRoad _Tp7ho ee,Ft. 32399 Fhone: 850-`aZ-1 24 The State of Florida is an AA/EEO employer. L, ri ,ht 2007-2 i3 S+ate of Fl d fa.:: P.ivacy Statement :: Acces ,Ol vv Statement :: R r. d tatem nt 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 mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275( 1), Florida statutes, effective October 1, 2012, licensees licensed under chapter 455, F,S. must provide the Cepaitment with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record, if you do not wish to supply a personal address, please provide the Department with an email address which can be made avadabie to ble public. To determine if you are a licensee under Chapter 455, ES., please click here . Product Approval Accepts: https:llwww. floridabuildi ng,org/prlpr_app_dtl.aspx?param=wGEVXQwtDquFl 1 J RMxf6u7oj ni0heH %2bR KJ kizESVVxAzegKuY8GeGQ%,3d%3d 10/27/2016 Florida Building Code Online 91 W Ed M https:/hvww floridabuilding.org/pr/pr_.app__dtI.aspx?param=wGEVXQwtDqufllJRfVVxf6u7ojnlDheH`/`2bRKJkizE'.3WxAzeqKLjY8GeGQ`/`3d`/`3d 6/6 A Division of Overhead Door Corporation RVIMIT This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-1.61 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI MAXIMUM SPACING OF LAG SCREWS PER JAMB IN) MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF SPECIFIC SPECIFIC SPECIFICLOADPER JAn4B LBIFTa"o? GRAVITY - 0,55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 EE HF04E EH 7 6 7 6 1. BASED ON 5=`16" DIAMETER LAG SCREWS WITH 1-112" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB, LAG SCREWS AT TOP AND B01-TOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB, 3, LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB - 30psf x 16ft/2 = 2401bift 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT, 5, DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SEE (SPECIFIC GRAVITY LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH 1-0 ACHIEVE MINIMUM REQUIRED PENETRATION. 6, DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL. BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1t2", MINIMUM FASTENER SPACING SHALL BE 1-1./2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8, LAG SCREWS SHALL CONFORM TO ANSI 1 ASME STANDARD B18.2.I Digitally signed by John E. Seates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P,F. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308J1`2203 Revision P16 SCHEDULE2 MAXIMUM NAIL SPACING PER JAMB (IN) MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC DOUGLAS FIR SPECIFIC SPF SPECIFICLOADPER JAMB (LB/FT)NIIE GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0,42 100 24 24 19 120 24 2016 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 320 9 7 6 340 8 7 n,'a 360 8 6 n/a 380 7 6 n/a 400 7 6 In /a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 nia 500 6 n,a n/a 520 n/a n/a n/a 540 n/a n/a n!a 560 n/a n/a wa 580 n/a n/a n/a 600 Wa n/a n/a 620 n/a n/a n! ; a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a nIa n,la 720 n/a n/a n "a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/ n/a a n/a 800 n/a n/a n/a 1. BASED ON 16d COMMON WIRE NAILS (0 . 1 62"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0. 1 48"x3-11/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB, 1 LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fL2 = 2401b,ft 4. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT, 5, DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P 16 SCHEDULE3 MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB LBIFT r07 a CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fti2 = 2401E/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY a=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE, IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE_ SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved pate: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Falrgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE4 MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB (LB/FT)"`T`' CONCRETE``0'r' CONCRETE"oT1. FILLED CMU"0ti_2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 NA 780 16 18 NrA 800 16 17 N(A 1. BASED ON 3i8"O SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3,W' Q.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-31/4". 2. BASED ON 3/8"0 SIMPSON TITER HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4'% CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTIR C476. 3, PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB, SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB, 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30ps1 DOOR WIDTH = 16ft LOAD PER JAMB = 30pst x 16ft/2 = 2401b/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT, 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL., INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4, 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by Jahn E. Scates, P.E. Date: 2015.02.20 09:58:01-06'00' John E. Seates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE5 aa:L4 lu 1-1—F—YRUM, MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB LBIFT)"oTr4 CONCRETE NOTE I CONCRETE"T' FILLED CMU'_TE 2 100 24 24 24 120 24 24 24 140 94 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 2 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 94 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 760 18 18 780 18 18 8 800 17 17 88 WW11111/o/' No. 51737 STATE OF N910NXv- N mm"l 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3,4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1,2" AND A MINIMUM EDGE DISTANCE OF 3" 2, BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPI-11 OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTIM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3, PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB, ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2, EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. T DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015,02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P 16 WER 5395 ADLSSON DP,P•h: PErtSACOLA, PIIORIDA 325}4 550, 4/1, 9F90 Digitally signed by Jahn E. Scates, P.E. Date: 2015.0120 09:58:53-06'00' V. CA is, ' r G, cA;RGATF DR P 51731 TX PE 553^8/I22Dr3 tiI 6' VAX ir N: NO P-R 2. 4 ME 'R " .0 VAX V A'- A A M ' S A^.G WOOD S i5'K r. OR M M, Qj2%6 O r AND i 6' MAX. —I M! I0I 2.5 413 AD R SUCK SOU -- ERN PY4F U:-, , 2- 3/4" . j2) 3/8 SiM S ''N H SCREW ANC - OR ff -i A /k• VASR AND A 2- 3/ 4 A ',J A M'v Mu1V -I)G., DL'A' M "I' Ai 2JJQ PS CONCRETE NO-O MAXMUY. DESIGN -OAD CAPACITY 0= 2085 '_BS. DOOR W D IH SU, Di - FAILS 1, 2, AND 3 REQUIRED IOR VERTICAL POST REIN- ORCING SYSTEMS MINIM' UV 2x6 A+3 NT_h.7f ;? DCR ^. . DOU "INS. f BRACKe' ... 5" 4.. : i 4", R„ 4 -- 3/ 554,.. 50N IE SCRe"w A ti0R Ar i '- /4 AA HEN AN' A M•NIM AI ,t3 vME°+ "TH 0. 2-3/4' AND A MN:M L _DSE J Si;ANCL OF 4 ffi_-I MAiMWJM 2 _.P $ K , N Nj, VAX MI; iV DESIGN LD-D CAPAC,'y OF 24,D0 i_BS. REVISIONS MINIMUM 2 1# 3 r C fIEADEJRCK 50UTHeRN Pia, j IPA_CK` A Bt R. a'I av i 4 g -- 9 t 2" , 3/8- D A :_AC, S s:YVS Vl Ei1 1/ 4' J. hA RS. AG S,K.. NS A)61 A V'J,1; 1,,R` PEF,.iYA ON n. U, 9/32MAIN j- RQK u }, AL w9J S'jNr CP T U K MF.X M V 1, ,, Si.,R ,AD T uA c NA%v1- APAC#TY v- 24, 50 I..'E5. u RAN i PARI NOREV R 6 35IONAL 2NNNUR'S S :i. PROVI)tD ONLY FOR VE.Z.'CATON ..^N WNDI_ D ) CCASTW,,C O1 J.TAIIS. 24620 O 3395 ADDISON ;')R"VET. 1ENSA,;;01 A, FI..ORi'DA. 32514 850) 474-9890 MIN 2500 PSI CONCRETE MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSiB1LITY OF THE PROFESSIONAL OF RECDRD- FOR THE STRUCTURE 3/8" S)MPSON T-N HD, 2-3/4' MIN EMBED. MIN 5' BETWEEN JAMB BRACKET LOCATi0N --- JAMB BRACKET- 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK 2 3/4" EDGE I PIRECT Cv'CRETE MOUNTING DETAIL Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' 5.^hiN E SCA312! t"A'R C{ATE DV2t CAkRO_'iDr 'x /SJu^^/ 511;51 ex 'E: 5530a/F22D3 MIN 2 x 4 SPF (G®0.42) OR BETTER WALL STUD NQM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL. BE THE SOLE RESPONS01LITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE ----- HOLD BACK iN TcR3OR __ SHEATHING 5/16' LAG SCREW WITH 1-9/32' EMBED IN CENTER OF STUD (3 1/4') FOR EACH pJAMBBRACKETLOCATION O JAMB BRACKET i3 1/4-2Gx9/16' 'ateTRACKBOLTAND 1/4-20 HEX NU TRACK DIRECT WQQD MOUNTING DETAIL MAX 42Q LBS PER LAG FASTENER REVS OS DA- E NAME H- T 2 Or 2 IC3 : 4cJ DRAWINGRAPT NO i REV. PRO SS: DNA !fN c:R5 SEAO'CID D 74 FOR l.Rr1CAi,ON 6 MNDL,QAJ G.R...'FJCT J'r D. A._S. The Genuine. The Original. 0e,hoad 000, corporation 2S01 S. Swtv, Ky 121, S,;ko 200 Levy, w, le, TX 75067 4WAY/100 Fax 469 549 7281 m%,Y, o,e,headdoo,corn Subject: ASTM A653-00 To Whom It May Concern: This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Dwayne J. Kornish P.E. FL PIE 77945 Overhead Door Corporation ASubs,-Jiaq of Smlwo Homi,,qs CorpoatlQn J,K STATE W FONAV. John UT~Scate0» Professional Engineer HHHERWROM VVayne^Dakon,aDivision ofOverhead Door Corporation 33S5Addison Dr Pensacola, FL325l4 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-R7 To Whom It May Concern: At the request ofVVayne-Dokon, o Division of Overhead Door Corporation, | have reviewed the drawings and tests listed below, These doors were tested at an accredited laboratory according to ANS|/ DASMA 108-2002 and A0S|/DASK4A 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. | have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. ) certify that | meet the requirements of "independence" as detailed in Florida Statute 9N-3.QO5. Code Refei-ences 2OQ7Florida Building Code Sec1|nn2GO9 Wind Loads Seciion16O9.1.2 AN8/ DASK4A11S-VVindborneDebris testing Section 1714.5.3.1 AN8/DASMA 108 - Static vv|nd|oad testing Test Pi-ocedures Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005, ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/ DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. Test Reports ETC = ETC Laboratories, 297 well Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OND/TREQ = Overhead Door's TREQ facility in Dallas, TK This facility had a current accreditation per ANSI/lEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement, In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www,dasma.com. 111151MM TABLE 1. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail Rev P7 310959 0229 16 1835 +15.3/17.0 No Yes RevPO 318960 0230 lG 8.75 +25.9/28.8 Yes Yes Rev P10 318996 029I 16 8.75 30.0/-335 Yes No RevP5 318999 0232 118 D.75 12.4/13.8 No Yes RevP5 319000 0233 18 8.75 18.5/20.7 No Yes RevP5 319022 10234 8 8.75 43.2/49.6 Yes Yes 319023 0235 15 18 39.2/-43.7 Yes Yes RevP6 319024 0236 118 18 80.0/33.5 Yes Yes RevP6 379025 0237 18 8 39.2/-43.7 Yes Yes Rev P6 No 17575 Yes 17575& 19011 19l1VV3 & ETR6182- 2 No | 1911VV 11911VV Yes 17575, 19011& 18185& 1911VV3 191l\ N3 Yes 17575 & 19011 118185 Yes 175758^ 19011 118185 Yes 7575, 19012& 18185& 1911VV3 l911VV3 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door wall Impact Pest Test Avail 319026 0600 19 110 26,9/-30,8 No Yes No 17575 Rev P4 i 319027 10601 9 10 41,0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 153/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43,7 Yes Yes Yes 17575 & 1011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 117575 Rev P4 319032 I 0606 18 8+30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8,75 25.9/-28.8 No Yes No 17575 Rev P5 319034 I 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 18 39.2/-43.7 Yes No No 17575 19011 Rev P5 4 Wt c 111111111-IMMEM Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1,1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foarned-in-place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTIVI A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1,4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a Y4" deep recessed facer panel that may use optional decorative trim. Model 960]|sconstructed of3Ogage, ASTK4A653'O0[3Type 8exterior steel skin with an ASTIVI A525 G-30ga| vanized coating and two coots of polyester paint, a foamed in place polyurethane core, with aninterior galvanized and painted 82 gage skin, having athickness of 1.4" for sections with a rnox|nnum height of 24". Includes foamed -in -place ribs and e stamped orflush facer design. Model 51OOisconstructed of5Ogage, ASTK4A653-OQCSType 8exterior steel skin with an ASTK4 A525 G-50 galvanized coating and two coats of polyester paint, a foamed in place polyurethane con, with an interior po|y{anninote skin, having a thickness of 1.4" for sections with a nnaxinnurn height of24". Includes foarned-in-place ribs and a flush facer Additional Limitations The drawings cited above are an explicit part of this evaluation report, The text of thi-- report does not attempt to address all design details, but relies upon the illustrations ane text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according tmANS[/DASMAl15. Tables land 2indicate the VVindborneDebris doors bva"Yes"inthe Impact Door" oz| unnn. Doom with available impact glazing are also indicated in these Tables. Florida PE # 51737 11 Carrollton TX 75007 MMEMMUMM VVayne-Dakon,aDivision ofOverhead Door Corporation 3395 Addison Dr Pensacola, FL325l4 Re: Statement of Affirmation to FB[ 5* Edition (20I4) FLO9174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL09I74-R9 conform to the requirements ofthe St' Edition /2Ol4\ofthe Florida Building Code. John E. Scates RE, certify that | meet the requirements of "independence" as it relates to Wayne -Dalton (ADivision ofOverhead Door Corporation). Specifically, 1\ | do not have nor intend to acquire or will acquire, a financial interest in any company manufacturing ordistributing these products. 2\ | (my business) is not owned, operated or controlled bvany company manufacturing or distributing these products. 3\ | du not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) | do not have, nor will acquire, a financial interest in any other entity involved in the approval process ofthe product. Digitally signed hmJohn E. ScateS,P.E. John E. Scates, PE. Florida PE#S1737 N= 1, SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER MATH A MINIMUM OF (6) 18.1' SCREWS INSTALLED IN t3 CA HORIZ ANGLE - TOP OR INTERMEDIATE SECTION (PATH OR VATHOUT DECORATIVE INSERTS} MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 CA FLAG ANGLE' OF 1175' AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS 16 CA MIN HOREZ- TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/160-5/8`- 09,C' MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH LAC SCREWS A I/B- BEAD OF BOSIlK 1100 OR EQUIVALENT UNDER THE MIN 3 AS OUTER FRAME AND SCREWED TOGETHER NTH A MINIMUM OF SHOWN) 101 #8.1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION ('MATH OR WITHOUT DECORATIVE INSERTS) MEETS 16 GA MIN VERT- UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 1175' AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE 5/l6xI--5/8' LAB DEBRIS REGIONS. GLAZED SECTION REQUIRES 18 CA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET S71LE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1 /4-14.7/8' SELF DRILLING CRIMPTITE SCREW TO 1/4-20x9/16' TRACK ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTER INE OF THE DOOR PER DETAIL F ON NUT AT EACH US JAMB SHEET 2. BRACKET LOCATION 1 IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21* AND A MAXIMUM LENGTH Of 50 08". GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS.SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G 15 GA STIFFENED, SHEET 2). 18 CA J-STRUT SCREWED TO LOWER INTEGRAL RIB JAMB BRACKETS SEE SCHELDULE FOROFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. QUANITYLOCATION, INSTALLERSHALLFIELDINSTALL (1) 1/4-14x7/8" SELF AND TYPE DRILLING CRIMPITTE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLIDE LOCK- 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/ 16- TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR 5. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NQML (4) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED To 30 DOOR SHOWN. SEE SHEET CA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1' DEPTH, ON DOORS PATH OTHER SECTION QUANTITIES AND 7- THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE, 9. LOUVER OPTION - .040' MINIMUM, LOUVERS IN UOLDF-r FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #Bxl' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOU'VERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOk Jal N I, SAITS, PE 1121 AIR ATE DR, CARRIX LUN T , , TX 7500,7 F, 5j 737 TX BE 56308/F2203 f`RU E SSAL FNC,NEERS .EA. PROMDED ICR VLR-I"CACN OF WYMOAL CCNS-RIjCn'14 `AILS 1- 1- - - EQUAL TO 12'- 0'. JAMB BRACKET SCHEDULE DOOR HEIGHT 7 __7 NO. SECTIONSOF 4 NO OF JAMB TYPE BRACKETS TRACK EACH JAMB) LOCA IION CENTFRUNE OF JAM B BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS ± 2-) 6 01 2' (JB). 13' ( CI). 25-1/2- (JB}, 34- (JB), 45-174- (01), BY (JB) 7'-0* 4 6 F- AT-2" B), 10 . (.IS}, 21-3/4" (JB), 29-3/4- ('e), 42- (is), 63-1/4- (is) 8 U, 2' (JB), 13' ( 01), 23- (,B), 34- (JB), 47-1/4- EE_G' 5 8 FAT 2- (,B), 10- (JE), 21-3L4- (JS), 29-3/4- (JB), W (JB), 57-1/4- (JB), 66- (JB), 75-1/2JB L8'Z2:L2LLEjZ!L0=_ SEE NOTE BELOW NOM JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK NTH 1/4-20x9/16- TRACK BOLT AND NUT, 01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT, NO ADDInONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALLDOORS WITH HIGH LET, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR HEIGHT UNIFORM LOAD EACHJAMB (PLF) WDTH 16'-0" ALL +207.2/- 230. 4 14'-1" ALL +181.3/-201. 6 12 -0- ALL +155.4/-172- 8 121::0' ALL +12EL5/-144.0 DIVISION Of 6VLRlIAC, DOOR C 3395 AI)DISON `FNSACCAA, FIORDA 325? 4 S-A',; C PRI' SS_lq2F PAFN",S APPROvli Sj,7r-S OLSIIGN (p5')'_ VAX All D 7, 1 0" TEST /,PSF): >,3885/ -43,20 VAX Hl IGH' 8'__9" MPACT/ClCi _I yFs - _YE c RATFD ( / N 0) S MAX SICTIGNHFIGHT: 21" MODEDLS 5120/61CC/9100 WIN;LOADSPFECIF11CA-10N 0P-10N CODI'_ 0230 SFVS;ONS IANCI"> TO [;ENRA - 'CRfAA AND CHANGED BAR AS_ NrR C ps FNDI 'No ANCG_ Crylq 'Ncl_ 3AUG, AN ',Ik DL D i "rR lli Up 01111 CHANGE, S--qI,T DEN'IF',CAI1ON NL",40, C RCIV -OLDRED PAN' 10 S _AH.PD NUMBER. GRT 3/alas ADL)FD SUPIRIMPOSi"D DF 'CN FSUR' t.l_ A2S SN SL,PKORTINC S'AUCTURF AND ILART,:ED NUNWER Cl NERS ANF,' CtK_15R AST, NGFS RIQRID, A, NARR,` NVLR vp'B 6ADYSVOACT STA'COR, D D MLO' A, 6'00 VCDf- ' D NO- 8 -0 1' 4 STA-', THAT ' OljvFRI ARE NOT IV FACT RFS S';AN' SRI 6/6/07 P7 MCDIHD JAVLI DRACKET GO- ff DILI FOR AT OPTON. W TRACK "' I'Aii- STLI 2 NT 11171T8 as ADDED IMPACT. STAN_ CI Az':NG ASE), T, X' A D , S Ncl NivPIR R; ccx HA'Z' Z CLTN N071 NCREASEDVAX - , GH' F, r AND, SCOT RACK N07f, R'7122108 g UPDATED 'ITT RLOCK SRI 8/26/10 P10 ADDED LONG PANh SLAZNG OP-1014 GRT N. _'. S, S17" A D A Ti__ N A Y-F 3/ 8/06 GR 4/ 6/06 1 v [I Ell I ------------ - -- -- SHFET' OF DRAWNG PART NO I RFV I I I El 9 5 0 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8* EACH END WITH (2) 1/4/A-14x1. 7CRMPTITE SCREWS SELF DRILLING CRIMP SON V, & FOR STANDARD TRACK AND (3) 1/ 4-14.7/8' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP DLLA- L-A BRACKET AS SHOWN). LOW HEADROOM TRACK 13 GA ROLLER SLIDE ATTACHED TO PRE - PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH NTH ( 2) 1 /4-14x5/8' CRIMPTITE SCREWS. A- 1 4x5/8." R'RISTE THE (8) PRE -PUNCHED HOLES EACH END USE IAEWNG HOLE IN SUED TO ENSURE HOLEINE aSIDEDToFACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH, END WTH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS 15 CA HINGE ATTACHED LXCEJ L U-BAR PLACED OVER TOP NTH ( 4) 1/ ' 4-14x5/8' 5RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPITTE SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WTH (1) 1/4-14x7/8' SELF DRILLING ATTACHED) CRIMPTIIE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE: DUE TO CLEARANCES REQUIRED TO 2' NYLON STORMGARO STANINSTALL SCREWS AT THE ENDS OF THE ROLLER WTH U-BARS, ALL U-BARS SHALL BE 4- 1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS_ SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH ( 6) 1/4-20A5/8- INTEGRAL RIB AND ATTACH GO CIHMPTITESCREWS (2 OF WE4WITH (& I/4-20 5/8' CRfMPTI SCREWS THRU OR WHICHAREFACTORYPRE PUNCHED HOLES AT ATTACHED, . 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION ( I THRU FLANGE T OPLEAF, AND I OF - __ - OF U-BAR AND BOTTOM WHICHISFIELDI , ALL iHINGE LEAF AND I THRU CH B GUE 17 THRUPRE -PUNCHED HOLE WEB OF U-BAR AND IN U-BM) INTEGRAL RIB OF SECTIC?N) DETAIL C 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 3) 1/4-t4.5/8' PLACE U-BAR OVER INTEGRAL RIB WITH CRIMPTITE SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8* SELF DRILLING CR(MPnTE SCREW AS FOR IMPACT RESISTANCE, tSHOWN AND USE (1) 1/4-14.7/8' SELF BOTTOM BRACKET MUST BE DRILLING CRiMPTPFE SCREW ACROSS THE SCREWED TO THE BOTTOM BOTTOM OF THE BOTTOM U-BAR AT U- BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14x7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20.5/B' DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) 1/ 4-141,7/8' SELF DRILLkNO CRIMPITTE SCREWS----__'__ IMPACT BOTTOM BRACKET USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WTH ( 4) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS (2 THROUGH BOTH ft BRACKET AND U-BAR) 1) 1/4-14x7/0' SELF DRILLING CRfMPTlTE SCREW AT CENTER LINE OF DOOR THRU J- STRUT & OPERATOR BRACKET. a- J-STRUT & SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS, SEE NOTE 2 SHEET I DO DETAIL F U— BAR ATTACHMENT NOTES 8x3/ 4' WIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3- 1/2- O.C. MAX NON- STRUCTURAL DECORATTVE OUTER WNDOW TRIM 1/ 4' POLYCARBONATE 1/ 8- BEAD GE ULTRAGLAZE I SSG4000AC STUCTU SEARLANT ORRAL 5) SECTION DOORS WTH ( 6) 3" 18 GA, 80 KS U-BARS LOCATED OVER INTEGRAL RES AS SHOWN — 4) SEDDON DOORS NTH ( 5) 3-, 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN — 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL BIDS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14.5/8- CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) T/ 4-140/8' SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-14.5/8* CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WDTHS GREATER THAN 12'-0", THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U- BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WDTHS LESS THAN OR EQUAL TO 12'- 0-, THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. Z WTH THE EXCEPTION OF THE (8) PRE -PUNCHED HCLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERVASE ON THIS SPEOFICAT[ON DRAWING, ALI PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR NTH 1/4-14x5/8' CRWPTITE SCREWS. 3, 18 GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8' FROM EACH END. PE O'S'ONS CHANG _ S TO GFNRAIL F ,CRV, AADD (>4ANCEV J-BAS IASTtINEII TYPI A- r ND CAPS AD[, RETAINER ANGED CENIER " INCE OAUG,l ND AADDEC OPID)NPMGtJT DENTIFOA LD` H__, q` L FROV, COLORED PAI141, TO STAVP,D NUMBER. CA 3/8/06 S ADDIF D SUP' VRWIPOSED L-SS'GNPRESSURE; (GADS C11 4 OUPPORTINC S TR' - C_ US,' AND l ARF* ID NtVBF R OF ASN'RAND -_`N_ - R NGES RFC10RID "OR Ar2ROWER DCOR -"-s RB 5//-F, D6 ALCDEL IVPAC7 E_STANC' _2 ADDED V'DF,: ICCO, lAcDIPrD Neff S TJ AT L DUv.ps ARF NOT VIPAC- RFSISTAN', D SRT 616107 7 YODIHED JAMR ARACK -T ';CHF- Lu[r FOR AT 0 ,-JN ADDED ',R A C , A r), , 'AiL SE-, SRT 4/7/C8 8 AODMPAC, ANDED " XAC;NSF U. CK HANGF'I D, U D NO 7 - NCREASEDD MAX PUGH- To 8 C S. AD111 'T ; C AND 1`_ L;1p-CHRACK N C7' CRI 7/22/C8 DR UPDATE D ' ! LF 81 OLD SAT 8/26/10 FIO AGE ONG PANL-- A7iN,,' 6PT50N R7 3/S/!' FACER STEEL—'' v7T 97"s zr S z A S ATIC PRESSURE RAI;NS APPRO D c A S, it m DES GN (PS, 21_19G/ 28,80 :VAX 16' 0" NAME A -- -- - ---- ---- - ST (Ps 'FL85/- 3.20 VAX -I F GIA iD, PAN3/8/06 GR T 21 MPAC/CYCUC RATED (I S/NO) YES VAX Sf C TiON "I tC , F SK E l ',/6/6 1), R B ja'N E, SCA-TS, PE NON-STRUCTURAL ---- - --- - - --------- ------- ------------- --------- -- -- --- -- 3121 1 NRIDATT DR, DECORATIVE INNER F - I FE C; A R 1 MODF S 5120/6iCO/9100 TX 75DC7 WINDOW TRIM FI T, F REV 0 A RI , CDRANNG FAD I ING, 517,37 TX II_ 515308/F2203 !A DIVISION IAD DOOR OR JI3395ADDISONDRIF9NCIN',FR'S SEAL f`R0VDLf, FCC, : DE - IE PrNSACOt A, GROA 32514 J 1 _ C' A S, C CA 0 r L) L ON C 02 0 -z I AWICADN OF WINUILGAD OON7R'uC-70N DI, TAILS, 8 50 4 9 F3 XC, 81 9 6 C ul; 13 GA Ml CONTINUO], WALL ANG SPLICE PLATE LOCATION EE SCHEDULE 11 GA MIN TI 14" CLIP SEE MAX SCHEDULE 13 CA MIN CONTINUOUS WALL ANGLE 2" 2) 1/4" X MAX 7/16 SEMI TUBULAR RIVITS- 12" SEE CLIP DETAIL 11 CA MINMAX CLIP SEE SCHEDULE- 12" MAX 12 ! CLIP LOCATIONS RS>W 0. 28' MAX SEE SCHEDULE 12" MAX TRACK 13 CA MIN CONTINUOUS WALL ANGLE CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. 5A FAFtAN TX 75',D7 ARRDTCIi,, 2 SSI( yl.AFNMNEM'5 S APRQVMY F04 WRiICAT'ON OF NND, OAD 1„ONSiRL)CTMN )E-AlLS 0 TRACK 3) 1/ 4"- 20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK l) 1/4"- 20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 CA MIN CLIP SEE SCHEDULE 1) 1/ 4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR MAX PSF WIDTH 9'-0" +46. 0 PSFZ-52.0 PSF 16'— 0" +46.0 PSF/-52.0 PSF Wag= 18'-0" +46.0PSF/-52,0 PSF I ImIton 3395 ADDiSON DRIVE I PENSACOI A ELORIDA 32,514 V E 'i 474-- 9d9C) RE V, Si AN 5 P2 2 NC WA L ANGLE 12 F001 UPDATED Bpi P3 UPDATWD FORMAT INCREASED AUOWABLL PRESSURrS 10 2 46 DO/ - 5 - 00PSF 'OR ALL 000p' WIDT4; CHANGE. O 'TEXAS BALI ANGLE' , A " -I)N' j W DUS T 0 ,V,V AN5 FA5,J85TRATE VOINTING E7AH, CHAN-D c THIIN ANCHORS "107 4 CH AN' GED FORMA- DI-D 9800 OVERLAY AND 8024 O P) TRACK CLP G- 9 1,2 1 // PP 7AV DDE S N -mAR-S UPUA CU-- K- FS X-P 9/05/ 77 P6 UPDA7r MCljN',NG D k, DRAMAGS, GR- P7 ja,',IATLD C, A,17 5 TC 8 CRA, ' -c T, # 9 ACROSS 7H, BOARD), D" P 10/24/0/ P81 oPDA-ED STEEi MQuN,NG D, 'A:. MJpB 04/ 11708 P9 FXPAND, 1 DOOR JlICKNIF's CHAR r OF 7A, 4' HG" 6 R,- 1,2/11/,08 P10 UPDATEICE BLOCK GRI 6/2/ IC A NAME PAYVN CRI I-cKDI 8/ 2 D/ 8. S,El'- 1 1, OF 2 DRAWMG PART NO, RVV 50/494 1 o 2 5/4^ ±1^ EDGE D|ST 5/16~ x 1-5/8^ LAG SCREW DR EQUIVALENT INTO m r . * mor MIN 3/16" THICK STEEL FOR M0UN WALL ANGLE—' TRACK CLIP CONCRETE MOUNTING DETAIL 3/8^ SIMPS0N TITEN HD, 2-3/4' MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE DR PAIR OF HOLE LOCATIONS WALL ANGLE 1/4-2Ox8/16~ TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE tp; -- - REVSONS DOOR CLIP S FROM BOTTOM TO TOP SPLICE UP[,'_TA,,, D E_ 4 "HANGED FORMAT. MODELS 5200/8000/8024/8100/8124/8500 2" THICK) DOOR CLIP S FROM BOTTOM TO TOP SPLICE 15 PDATD MODELS' MOUNTING H-If-d- DOOR CLIP S FROM BOTTOM TO TOP SPLICE 11-5/8' DOOR ',-;CKNESS HEIGHT PLATE # CHART Up TO 14' HIGIL MODELS 9100/940OZ9600/9700/9800 1" THICK) DOOR CLIP S FROM BOTTOM TO TOP SPLICE HEIGHT PLATE # VE DRAMNUG PAR' NO, REV pK' —n|| K NT r^T| p n m»^`z+ | J07494 IplO FLORIDA ENERGY EFFICIENCY CODE 17 - lc 741 FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2370 Blue Grouse Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Duct Leakk Test Results CFM25 not Leakage Test Values Line System Outside Duct Leakage — 1 System 1 29 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total HouseSum (fines 1 4 2gDuctSystem _ Leakage Divide by 1426 fTotai Cotxlilianed Fl.r Arua) 0,0203 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. D grtaliy siggned by Dave Revelte Date: 2017.10-19 t t58:25 EDT CN-Dave RevO O.-TopBulid Hame S—ces QU EMAILADDRESS daveevoile Rater Of Record-, @topbuld.com C-US Printed Name: Dave Revelle RESNETM 4311088 Date: 10/ 19/2017 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553. 99, Florida Statutes. Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 362985 MERM Builder: STARLIGHT HOMES Community: WYNDHAM PRESERVE Address: 2370 Blue Grouse Ln City, State, Zip: Sanford, FL 32771 Air Infiltration Test Results CFM(50) = 705 Volume = 13547 ACH(50) = CFM(50) X 60 / Volume = 3,12 Lj Pass Lj Fail Passing results must be 7.00 ACH(50) or less Certification of Test Results Fp,rmit#: Lot #: 45 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, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7),F.S. or individuals licensed as set forth in Section 489.105(3)(f), (g), or (h) or an approved third party. A written report of the results of the test shall be signed by the party conductingthetestandprovidedtothecodeofficial. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. AWh--Qrized Third Partv I hereby certify that the above results and that I hold the below certification: Class A or B A/C contractor or Mechanical Contractor License No X RESNET approved HERS Rater or Residential Field Inspector BPI approved Building Analyst or Energy Auditor Professional Engineer Mechanical ventilation has been added: Yes Digitally signed by Dave Revelle Date: 2017.10.19 11:58:38 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, E MAI LADD R E SS=dave, revelle @ to Pbuild.com, C=US Printed Name: Dave Revelle Certification No. 4311088 Certification No, License No. No Date: 10/19/2017 Revised 05/05/2017 362985 ENVIRONMENTS FOR SITE ID: 362985 LOT: 45 BLOCK: HOUSE: 2370 STREET: BLUE GROUSE LN CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT#: TAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: N/A PLAMNDP10/18Q017 PROGRAWHERS TESTER: ENVIRONMENTSFORLOVINGPROGRAM TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Revelle DATE: 10(IW2017 CerWW Green Program Levu RequiresVisual Inspeofion Mechanical SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT,, 10 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM4 WATER HEATER SYSTEMI FURNACE SYSTEM 1 HVAC OUTDOOR UN T OUTSIDE CARRIER CH14NBp24 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT PUMP) INTERIOR CARRIER F64CNP030 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNST SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP) SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP) SYSTEM4 FURNACE SYSTEM 4 HVAC OUTDOOR SYSTEM 4 HVAC INDOOR COIL T T SYSTEM 4 HVAC AHU (HEAT PUMP) TEST: SLOWER DOOR RESULT: PASS TESTER: lie DATE: 1011V2017 BUILDING SPECIFICATIONS L CTE . ASE SIGN-YAL S DUCT -VALUES MEdI WATER HEATER SIZE, EFFICIENCY A LOCATION PRIF) INFILTRATION (HOUSE LKG) ACai (REM) NA 3.12.C1 3.12A H 5Q Pascals FRESH AIR VENTILATION TYPE (PRIF) VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION PAN MODEL # (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA _ VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION # OF FANS (REM) NA NA VENTILATION TIME - HRSIDAY SPECIFIED (REMT NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR (PRIF)__ FRESH AIR VENTILATION PAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURERS SPECS (PRIF) 1 INTERIOR % OF CFC'S (PRIF) DISHWASHER (PRIF) REFRIGERATOR (PRIF) FOUNDATION TYPE (PRIF) SLAB TYPE (PRIF) SLAB AREA (PRIF) SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) HEATING (REM) NA NA COOLING (REM) .. NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING (REM) NA NA TEST DUCT 6CASTER RESULT: BASS TESTER: Deve RTe DATE: 14o19f2Di7 TOTAL CONDITIONED FLOOR AREA IDEA SQ FT) DUCT LEAKAGE TO OUTSIDE % TARGET SYSTEM I SO FT. SERVED (CFA) B i 1,426 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CF ) TARGET U 0 (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0"' D SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL T LEAKAGE (% OF CFM25)TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE HCFA)ACTUAL SYS 2 DUCT L GE TO OUTSIDE G ) TARGET' (CFM25) ACTUAL. (%OF CIA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE LiSYSTEM 2 TOTAL DUCT LEAKAGESYSTEM 2 TOTAL DUCT LEAKAGE (%OFCFM25) TARGET` (CFM25) ACTUAL r SYSTEM 3 DUCT LEAKAGE TO OUTSIDE ,,) SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CF ) TARGET 0 0. `, (GFM25) ACTUAL ; (% OF CPA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE £ 1 ; . , SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25) ACTUAL F7CFA)ACTUAL SYSTEM 4 SQ FT. SERVED (CPA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET "B ( CFM25) ACTUAL (% OF OFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE _ SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (%OF CFM25) TARGET ' Q ' 0 1 ` (CFM25) ACTUAL _, t ; CFA)ACTUAL TEST: DUCTB ASTER RESULT: PASS TESTER: D-ve fl® DATE: 50/9 97 BUILDING SPECIFICATIONS DUCT LEAKAGE TO OUTSIDE (REM) NA O t32 C@AQStG-EA TOTAL DllC7 LEAFCAGE {REMI NA I NA 6WI Documented Construction Value: Job Address: i I Historic District: yes D NoEjParcelID, rN, e of Work: NeNrj additionD Alteration Repair ResidentiaIq Commercialp Demo0 Chan e.fl, vescriptionof Work: Plan Review Contact Pet -son: Phone: Title: Fax: Entail: Property Owner Information Name Phone: L Street: Resident of propertv? - City, State Zip:,j, se :love Clontractor information Narne Phone: Street: City, State Zip: Fax: State License No,: I Architect/Engineer Information Name: Street: Phone: 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 YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, A NOTICE OF COMMENCEMENT INTUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WTI -if YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT, Application is hereby made to obtain a permit to do the. work and installations as indicated. I certify that n work or Installation hascommencedpriortotheissuance10r nance of a permit and that all work will be Performed to nicel standards of all laws regulating constructioninthisjurisdiction. 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building CodeRevised: June 30, 2015 Penmt Appfican(,Tj NI-Q—T—ICM: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be managentent di efoundinthepublicrecordsofthiscounty, and there rnay be additional permits required from other governmental entities such as waterdistricts, state agencies, or federal agencies. Acceptance of pernut is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a Plan review fee at the turie ot'permit submittal, A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueOfthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees 'when the permit is issued. ONN'NER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, Signature IIC0117neT/Ag .1 Gate Print OwnevAgmt's Name Signature of\,lono-y-stge orFlorida D'I!c Owner/ Agent is — Personally Known to Me or D — ProducedI_ Type of ID —.-- - nature ctor/Agent Date Print Connactor!Agetu's Name V, Si nature ofN0i`aY7State offlonda Date, P A M F,-.-k Q, I iS Contractor/, Agent is Personally Known to Me or Produced ll)— TypeoflD-_ BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical [] Mechanical [] Plumbing E] Gas] Roof E] 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: YesEJ NoEl # of Heads APPROVALS: ZONING: - UTILITIES: ENGINEERING: FIRE: MOMMEM Fire Alarm Permit., Yes[] NcE] WASTE WATER: Rc-srJ: June 30, 2015 Pemlo Application