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HomeMy WebLinkAbout3861 Night Heron Dr 18-4286; NSFHPly b d I OCT 17 20% CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0 — 1 a O 60 Documented Construction Value: $ 332,2o a•00 Job Address: 3861 Night Heron Drive, Sanford, FL Historic District: Yes No Parcel ID: 17-20-31-502-0000-2060 Residential © Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Title: Permitting Manager Email: mparkison0parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Road, Suite 200 City, State Zip: Orlando, FL 32811 Phone: 407/529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Michael A Thompson / TEG, Inc Phone: Street: 4401 Vineland Road, Suite A6 City, St, Zip: Orlando, FL 32811 Bonding Company: Address: 407/721-2292 Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Z1 5. u Revised: June 30, 2015 ' j 6. Permit Application CITY OF SANFORD OCT 17 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a 8 Documented Construction Value: $ as. 'AC---3U Job Address: 3861 Night Heron Drive, Sanford, FL Historic District: Yes No Parcel ID: 17-20-31-502-0000-2060 Residential ® Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkisonCcbparksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Road, Suite 200 City, State Zip: Orlando, FL 32811 Phone: 407/529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Michael A Thompson / TEG, Inc Phone: Street: 4401 Vineland Road, Suite A6 Fax: City, St, Zip: Orlando, FL 32811 Bonding Company: E-mail: 407/721-2292 Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT- WITH- YOUR LENDER OR AN ATTORNEY -BEFORE- RECORDING YOUR NOTICE OF - COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida -Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. Y—= rlbvtztl;L zooms to ,Oto N LU a C G W ti O KW a a! N E E o a OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all be done in compliance with all applicable laws regulating construction and zo ing. Signature of Owner/Agent Date Signature of Contractor/Agent Date Vishaal a Vishaal Gupta D av rp t4 Print Own / gent's Name Print Contractor=gent's 10• I —I. 18 10• 11• I$ 4&.t. of Notary -State of Florida Date Signatur of Notary -State of Flori a Date Owner/Agent is Personally Known to Me or. Contractor/Agent is Personally Known to Me or Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire -Sprinkler-Per--mit Yes Q No-Q—#-of-Heads Fire Alarm Permit: Yes-Q No.O APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 6 'Z WASTE WATER: FIRE: BUILDING: --' - Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo jeI n lc> 1"1 t8 lo• I-1• 18 Signature of Owner/Agent Date Signature of Contractor/Agent Date Vishaal a Vishaal G Print Own agent's Name Print Contractor 10.11.18 Si atu of Notary -State of Florida Date *Signatur 17-J rJ C.C'i lo• l• 18 ofFlori a _.Date_ ANNETTE BLAND Notary Public . State of Florida Commusion >i GG 060623 My Comin. Expires Jan 16. 2018 Owner/Agent is Personally Known to Me or Cqogjpn'Ai A cent ig LGrsonally KndKvn to Me or Produced ID Type of ID Pfoduced ID Type of I BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical [2' Mechanical [ Plumbing[] Gas Roof Construction Type: IV6 Occupancy Use: 'R3 Flood Zone: X-5Q-:- rk: Tatu-lt) Total Sq Ft of Bldg: 3 0 t 2. Min. Occupancy Load: l (e # of Stories: Z New Construction: Electric - # of Amps ZSo Fire Sprinkler Permit: Yes No Rr # of Heads APPROVALS: ZONING: 1t• I I. / 3 UTILITIES: COMMENTS: ENGINEERING: 0 7c. W-Z4-18 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. /'e w4ld t , 2 Plumbing - # of Fixtures IQ Fire Alarm Permit: Yes No 0 WASTE WATER: BUILDING: 1W 12-/0-/8 Revised: June 30, 2015 Permit Application FLIns #2018139585 Book:926C4 PagCourt9678(CPAGES) RCD112/11 2018t2: 5:04 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: Michelle Parkison Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. 1 A, • NOSCP Parcel ID Number. 17-20-31-502-0000-206 The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713. Florida Statutes, the following Infomretion is provided In this Notice of Commencement 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Lot 206 - Wyndham Preserve Plat Book 81 / Pages 93-102 / 3861 Night Heron Drive, Sanford, FL 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Nerve and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest In property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number. 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Plane Number. Address: 5050 Kingsley Dr. MD: 1 MOC3J 'Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1xa)7., Florida Statutes. Name: Plane Number. Address: e. In addition, Owner designates to receive a copy of the Lienofs Notice as provided In Section 713.13(1 xb), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration 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. I j 0-41 .Tr State of County of tit' The foregoing Instrument was acknowledged before me this Vby i NncxX 1 G!= 0. Nut* of pwwn m ung state a who has produced identification type of Identification produced; MICHELLEPARKISON 11 tOM Pudic _ State of FloridaCommission9GG157861 dr nanMyCo. Expires Nov S. 2021 s«,wa UMO Hauad Hatay AM Vishaal'Gupta, Executive Vice President Pont Name am Pm w" 61wouws mka trw) SXRFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Daphne Clark Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-257-6940 Fax: Email: parksquare@permitspermitspermits.com Property Address: 3861 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-2060 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-4286 Reviewed by: Michael Cash, CFM Date: October 24, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & eFL1877- ln) 4% Landscaping in Right -of -Way www.santordfl.gov Department of Planning 8r 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-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the i1rw..nwybelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before youdtg. 1. Project Location/Address: ,58(o I inh t coN t-'.y2t C9f 2. Proposed Activity: i Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of work: Construction of new driveway for new single family residence This application is submitted by: Property Owner. Signature: Print Name: Vishaal Gupta Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407)529-3135 Fax: Email: mparkisonaparksquarehomescom Date: 10' Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the nghtof-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public nght-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or ansing directly or indirectly out of or connected with the use of the City's right-of-way. I have read pind,understandAhe above statement and by signing this application I agree to its terms. I,I 7/I Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: per(rfit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Official Use Only Fee: Date: Date: Date: Date: Date- Date: November 2015 ROW Use Driveway pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1n- 11. IS 1 hereby name and appoint: David Mercer an agent of: Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: 38Cfl1 N'. Hecow,, r'.Y,So n ord Street Address) Expiration Date for This Limited Power of Attorney: ii N • au q License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: // STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this 1-1 day ofQf 200rL-D_, by Vishaal Gupta who is g(personally known to me or o who has produced as identification and who did ( di4Signure n oath. Notary Seal) Print or type name MICHELLEPARKISON Notary Public - State ofNotaryPublic - Stale of Florida ry 1' Commission # GG 15 8861 Commission No. C'1C'1 kcj18 Q 1 a • ; 1, ' My Comm. Expires Nov 5, 2021 Mundt!dtlnouil[iNlWfLi]NotlryAsSn My Commission Expires: 11.5 • O'l021.1 Rev. 08.12) DESCRIPTION AS FURNISHED: Lot 206 , WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 194 f LOT 205 LOT 193 S 00016'57" E 60.00' 34.96' 34.96'35.13' 35.13, LOT 206 9.83' 12.5' 27.7' - i 10.00' LANAI 1;.! Oi Oi 9.83' 10.00' 12.T PROPOSED RESIDENCE MODEL: PEMBROKE-A 2 CAR GARAGE LEFT M ENTRY 6.50, 3.0'X3.0' T * Is.s 10.00' AC o P C 323.85_ " SETBACKS AS FURNISHED FRONT 25'(1) REAR 20. SIDE - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS nmt• 10.00' 20.0' WALL I16' 3 39.87' DRIVE C 25.20' 25.20' I ` 4- — — — -I - -- — — — — — — 10' unL. ESMT. 5' CONC. WALK B.B.)S 00016'57- E 60.00' LOT 192 7 LIGHT POST PER DRAIN PLANS NIGHT HERON DRIVE 50' PRIVATE R/W) PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 24.0' QQ LOT 207 PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY TOTAL LOT AREA 6,900 f SQUARE FEET FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FUITWORK DRIVE 403/ 110- 513 t SQUARE FEET FOUNDATION/PAD 1,752 f SQUARE FEET WALKS 44/ 300= 344 t SQUARE FEET REAR PATIO If t SQUARE FEET 250 = 4,725 t SQUARE FEET FRONT PORCH DECK 99 t SQUARE FEETS004,4751250 POOL DECK N/A t SQUARE FEET NOTE.- FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELO VERIFIED CRUASE'NMEYL'R—SCOTT do ASSOC, INC. — LAND SURVEYORS LEGEND LEGEND - P PLAT rOL POINT ON LINO 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 r FIELD iYP. TYPICAL NOTES: IR. IA. INN PIP[ INN ROD r Itcf- POINT Or ROVERS[ CuavAMKPOINTOrRCvER% 0 CURVATURE 1 THE UNDERSIGNED DOES HEREBY CERIUY IH4T THIS SURVEY AICETS THE STANDARDS OF PRACTICE SET FORTH SY IWE FLORIDA BOARD OF Cx CONCRETE MORWENT RAO. RADIAL PROFESSIONAL. SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSU4NT TO SECTION 472027. FLORIDA STATUES SET IA. 1/2' LIL •TALE 415% NA NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGFNL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOr VALID. ROC• RECOVER[D VP. VIrNESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFOW AT10N FURNISHED TO THE SURVEYOR. MERE IIAY BE OTHER RESTRICNONS PALPAC. POINT Or BEGINNING CALLRAM CALCULATE' PERMANENT OR EASEMENTS TINT ArFECT THIS PROPERTY. t POINT Or COM ENCEN ENT CENTEREDS FF. REFERENCE NONU'"T FINISHED FLOOR l01FLORLILAC 4. NO UNOERCRDUNO IMPROVELCUTS NAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NAD NAIL L ONC rSL TAIILDINO SETBACK LINE D. IWS SURVEY IS PREPARED FOR THE SOLE BOVER OF THOSE CERTIFIED TO AND SHOULD NOT ATE RELIED UPON BY ANY OTHER ENTITY. R" GMT-ar-WAY ex SENCH'"r a. O/MENSIONS SHOWN FOR THE LOCATION OF IMPROICUENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. DRAIN. CASEMENTDRAINAITYGE LL MSC BEARING 7. BEARIDG$ ARE BASED ASSUMED DATUM ,AND ON THE LINE SHOWN AS BASE BEARING (B.G.) UTIL• S. EILVARONS, IF SHOWN, ARC 645[0 ON HARONAL GEODETIC S•E WAL DATUM OF 1029. UNLESS OTHERWISE NOTED. CL FC. F01CCCHAINLINKFENCE B. CflRRRGTF OF AUTHORIZATION Na 4396. C/oC/BP.C. FENCE CONCVOODRETEPOINTOr BLOCKPOINTa< uavATVIs SCALE N-- 1' . --N ORAWH BY: ••• 20' P.T. DESC. POINT OF TANGENCY DESCRIPTION CERnnro BY: DAIS ORDER No. L R NCPOTH PLOT PLAN 10-09-2018 6815-18 D OELTA C CHORD CL CHORD KARING NORTH THIS BUILDING\PROPERTY DOES NOT UE WTIHIN - _ I-- •• THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 7... TO X. RUSENM R, R.LJAM . / 4714 20NE 'X' MAP j 12117CO090 F (09-28-07) SCOTT .LS 1 4801 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100008 DATE: October 17, 215 3) 8 BUILDING APPLICATION #: 18-10000852 BUILDING PERMIT NUMBER: 18-10000852 Y UNIT ADDRESS: NIGHT HERON DRIVE 3861 17-20-31-502-0000-2060 JO 3 O 2 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES LLC ADDRESS: 5200 VINELAND ROAD STE 100 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3861 NIGHT HERON DRIVE / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housin g 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, 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 DAYS OF THERDATEDABY BOVEILBUTNOWLATERNTREQUEST WITHIN 45 CALENDAR CERTIFICATE OF OCCUPAN6Y 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 BUSINESS 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 FROM THE DATE ABOVE REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Descri Lion 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRI,CAL$P.ERMIT • - .• Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 1 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final I, E Min Max Inspection Description 10 Plumbing Under ound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHANI LPglkMIT r Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 206 Pembroke A LHG - E Builder Name: Park Square Homes Street: 38;oo ow:v Permit Office: City of Sanford 2 8 6City, State, Zip: SanTord , FL , Permit Number: # 1 8 - 4 nSANIFzoj of) Owner: Jurisdiction: 691500 Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2735.3 sqft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R-4.1 1288.00 f12 b. Frame - Wood, Exterior R=11.0 1242.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 205.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1493.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1493.00 ft2 6. Conditioned floor area above grade (10) 2380 b. N/A R= 112 Conditioned floor area below grade (112) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(274.6 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 476 a. U-Factor: Dbl, U=0.55 149.05 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 41.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 29.56 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 4.811 ft. Area Weighted Average SHGC: 0.234 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2380.0 sqf(.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1334.00 112 b. Conservation features b. Floor Over Other Space R=0.0 887.00 ft2 None c. other (see details) R= 159.00 112 15. Credits Pstat Glass/Floor Area: 0.115 Total Proposed Modified Loads: 66.98 PASSTotalBaselineLoads: 71.03 I hereby certify that the plans and specifications covered by Review of the plans and FAKE STgl, this calculation are in compliance with the Florida Energy specifications covered by this O Code. calculation indicates compliance signedAustinTothoDate:ly9yned yAustinaar with the Florida Energy Code. 0«:2o,e., 17:12:744 PREPARED BY: Before construction is completed a DATE: this building will be inspected for a compliance with Section 553.908 I hereby certify that this buildi as design d, is in compliance Florida Statutes. with the Florida Energy C CADt1 OWNER/AGENT. BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 10/14/2018 5:09 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Lot 206 Pembroke A LHG - E Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2380 Lot # 206 Owner Name: Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 0 Street: Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, Slate, Zip: Sanford , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2380 21820.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1334 12406.2 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1046 9414 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 27 fl2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 132 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 138 It 0 1334 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 887 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1670 ft2 374 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1493 f12 N N 10/14/2018 5:09 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1493 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below It r)rnI n Wall Type Space 1 N Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 40 0 9 0 360.0 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 20 0 9 4 186.7 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1 st Floor 4.1 38 0 9 4 354.7 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 40 0 9 0 360.0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0 9 - Garage Frame - Wood 1st Floor 11 22 0 9 4 205.3 1`12 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1 st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 7 18.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 e 3 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 2 e 3 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 Ill) in 1 ft 4 in Drapes/blinds None 3 e 4 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft2 1 ft 0 in 12 It 4 in Drapes/blinds None 4 e 4 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 12 It 0 in 5 It 0 in Drapes/blinds None 5 s 6 Metal Low-E Double Yes 0.54 0.25 N 4.3 ft2 1 Ill) in 12 It 4 in Drapes/blinds None 6 s 6 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 7 s 6 Metal Low-E Double Yes 0.58 0.25 N 48.0 ft2 12 ft 4 in 1 It 4 in None None 8 w 7 Metal Low-E Double Yes 0.54 0.25 N 3.9 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 9 w 7 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 10 w 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 11 w 8 Metal Low-E Double Yes 0.55 0.22 N 65.4 ft2 1 Ill) in 1 It 4 in Drapes/blinds None 12 W 8 Metal Low-E Double Yes 0.58 0.25 N 48.0 ft2 9 It 4 in 1 It 4 in None None 10/14/2018 5:09 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 418 ft2 418 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2545.7 139.75 262.83 .3789 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 39 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 41 kBtu/hr 1230 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Carl # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 476 ft2 2nd Floor 119 ft2 Prop. Leak Free 2nd Floor --- cfm 71.4 cfm 0.03 0.50 1 1 10/14/2018 5:09 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin jj II Jan jj HeatiniX Jan [X II Feb Feb jj jj Mar Xi Mar j j A r Ar j j Ma May jXj Jun Jun Jul j Jul AugSe AuSeP Oct Oct Nov Nov Dec Dec Venting[ j Jan [) Feb XJ Mar X] Apr j May Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WO) 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 MASS Mass Type Area Thickness Furniture Fraction Space Default( 8 Ibs/sq.ft. 0 f12 0 it 0.3 1st Floor Default 8 Ibs/s .ft. 0 f12 0 it 0.3 2nd Floor Name: Rating Compant: Signature• Date: 10/ 14/2018 5:09 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Permit Number: Sanford , FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL 0 R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 10/14/2018 5:10 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/14/2018 5:10 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100"F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 10/14/2018 5:10 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. ElR403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1VC), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.86C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/14/2018 5:10 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryphe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 10/14/2018 5:10 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/2nd Floor 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 41.0 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ff.) 6. 2380 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor: (weighted average) 7a. 0.559 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.234 14. Heating system: Capacity 39.0 c) Area 7c. 274.6 a) Split system heat pump HSPF 9.0 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor: (weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab - on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 11.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.90 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 11.0 e) Dedicated heat pump with tank EF 2. Masonry ( Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent:, g) Other 1. Wood frame (Insulation R-value) 10131. 11.0 2. Masonry ( Insulation R-value) 1062. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 30.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed base n insta code compliant features. Builder Signature. Date: to • \"1. %8 Address of New Home: 3e" t1s:X N`C Ye_. City/FL Zip: Sanford, FL IQ 10/ 14/ 2018 5:09:52 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 206 Pembroke A LHG - E Builder Name: Park Square Homes Street: Permit Office: City of Sanford City, State, Zip: Sanford , FL, Permit Number: Y U Owner: Junsdiction: 691500 w Design Location: FL, Orlando U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 10/14/2018 5:10 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 RI/MProectSummaJob: Pembroke ALHG Study 0A P ST Date:09/14/2017 Entire House By. RI/MC/LMLMOne Stop Cooling and Heating 7225 Sardsoove CL Suite 1. Winter Park FL 32792 Phore: (407) 629. 6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirg.com License. CAC032444 Promect Information For: Park Square Homes Sanford, FL Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 25 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 45 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21183 Btuh Structure 21352 Btuh Ducts 2537 Btuh Ducts 6932 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Equipment load 23719 Btuh Use manufacturer's data n Rate/ swin multiplier Equipmen1load 0. 98 27605 Btuh InfiltrationsensibleMethod Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3353 Btuh Ducts 1297 Btuh Central vent (0 cfm) 0 Btuh Heatingg Cooling none) Area ( ft) 2428 2428 Equipment latent load 4650 Btuh Volume ( ft3) 22255 22255 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 32254 Btuh Equiv. AVF (cfm) 152 78 Req. total capacity at 0.75 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR60421-11 Cond 4TWR6042H1 AHRI ref 7563302 Coil TEM6A0C42H41++TDR AHRI ref 7563302 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 30750 Btuh Heating output 39000 Btuh @ 47°F Latent cooling 10250 Btuh Temperature rise 0 OF Total cooling 41000 Btuh Actual airflow 0 cfm Actual airflow 1367 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 32 OF Backup: Input = 7 kW, Output = 22369 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlgFetsoft- 2018-Oct-14170737 Q= Comfort Bulder by W righsofl 18.0.19 RSLI30040 Page l Preserve ( WP)Iot2061Pembroke ALHG Stuiynp Calc. Mill House faces: E ON4ORight-JO Worksheet Entire House One Stop Cooling and Heating Job: Pembroke ALHG Study Date: 09/14/2017 By. RI/MC/LM 7225 Sardscove CL Sute 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.com License: CAC032444 1 Room name Entire House BED3 2 Exposed wall 276.0 It 26D it 3 Room height 92 It d 9.0 4 heatlood 4 Room dimensions 1.0 x 1608 it 5 Room area 24283 IP 160.8 IP Ty Construction U-value Or HTM Area (Its Load Area (" Load number Btuh4 n Btuhln or perimeter (It) Btuh) or perimeter (Il) fth) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cod 6 W 12B-0sw 0.097 n 246 2,83 261 261 643 738 122 122 299 344 W 13A-40cs 0.143 n 3.63 2.91 372 372 1351 1083 0 0 0 0 128-09N OD97 a 246 2.83 360 318 783 899 113 98 240 276 4A5-2om O550 a 13a7 2723 30 0 419 817 15 0 209 408 11 4135-21m 0540 a 13.71 29AI 8 0 110 235 0 0 0 0 485-21m 0540 a 13.71 29AI 4 0 55 118 0 0 0 0 13A4= 0.143 a 3.63 2.91 186 136 495 397 0 0 0 0 4A5-2om 0550 a 13.97 2723 16 0 228 445 0 0 0 0 485- 21m 0.540 a 13.71 1952 9 6 128 182 0 0 0 0 11 DO 02W a 9.90 1231 24 24 238 295 0 0 0 0 W 12B4)s/v OD97 s 2.46 2.83 261 261 643 738 0 0 0 0 13A- 40cs 0.143 s 3.63 2.91 353 285 1034 829 0 0 0 0 4A5- 2om O.540 s 13.71 14.76 4 0 59 64 0 0 0 0 T-G 4A5. 2om 0550 s 13.97 13.45 16 13 228 220 0 0 0 0 4A5- 2omd 0580 s 14.73 15.67 48 48 707 752 0 0 0 0 12B- 09N 0.097 w 2.46 2.83 360 335 825 948 0 0 0 0 4A5. 2om 0540 w 13.71 29A1 4 0 53 115 0 0 0 0 4A5. 2om 0550 w 13.97 2723 6 0 84 163 0 0 0 0 4A5- 2om 0550 w 13.97 2723 15 0 209 408 0 0 0 0 y! G 13A- 400S 4A5- 2om 0. 143 0550 w w 3. 63 1327 2. 91 2723 372 65 259 0 939 913 753 1780 0 0 0 0 0 0 0 0 I 4A5-2omd 0580 w 14.73 1939 48 39 707 931 0 0 0 0 P 12C-Osw 1160 0. 091 0390 n 231 9. 90 152 12. 31 205 19 186 19 430 185 282 230 0 0 0 0 0 0 0 0 C 166.30ad O.032 0.81 1.76 1495 1495 1215 2635 161 161 131 283 F 19A-Obscp 0295 2.81 2.00 28 28 79 56 0 0 0 0 F 19C-19rscp 0.049 0.43 031 133 133 57 41 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 1334 138 4135 0 0 0 0 0 6 c) AED excursion 811 19 Envelope loss/gain 16952 16965 880 1292 12 a) Infiltration 4230 1537 392 142 b) Room ventilation 0 0 0 0 13 Internal gains Oocupants@ 230 5 1150 1 230 Appliances/ olher 1700 0 Subtotal ( lines 6 to 13) 21183 21352 1272 1665 Less eAemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21183 21352 1272 1665 Duct bads 1 120% 32% 2537 6932 10°/< 28% 122 468 r Total room load 23719 28284 1394 2132 Air required (cim) 0 1367 0 103 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C - wrilghtsoft 2018.00S-1417,0797 c ""'^""" Comfort Builder by WrigFtsot118.0.19 RSU30040 Page 1 Preserve ( W P)1Lot 2061Pembroke A LHG Sedyrcp Calc = Ml8 House faces: E ON4 RI Right-J® Worksheet Job: Pembroke ALHGStudy Entire House Bate: /1 By. RI/MC/LMC/LM One Stop Cooling and Heating 7225 Sandsoove CL Suite 1. Winter Park, FL 32792 Ptore. (407) 629 - 6920 Far (407) 629.9307 Web: wAw0roStopCoolirg.com License: CAC032444 1 Room name KWIC MT01 2 Exposed wall 11 A a 0 R 3 Room height 9.0 It heat/Cool 9.0 It heat/000l 4 Room dimensions 1.0 x 683 8 5.0 x 35 R 5 Room area 68.3 It: 175 IF Ty Construction number U-value Btuh4R-'9 Or HTM B111h4) Area (fly or perimeter (It) Load Bluh) Area (W) or perimeter (11) Load Btuh) Heat Cool Gross NiP/S Heat Cool Gross N/PS Heat Cool 6 W 1213-0sw 0.097 n 2.46 2.83 0 0 0 0 0 0 0 0 W VN 13A-40cs 128-0W 0.143 0.097 n a 3.63 2.46 2.91 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 0550 a 13.97 2723 0 0 0 0 0 0 0 0 11 4135.2trn 0540 a 13.71 29AI 0 0 0 0 0 0 0 0 485-211rn 0540 a 13.71 29AI 0 0 0 0 0 0 0 0 G 13A-400S 4A5.2om 0.143 0550 a a 3.63 13.97 2.91 2723 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135-21n 1100 0540 0390 a a 13.71 9.90 1952 1231 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W V l G 1213-0sw 13A-4ocs 4A5.2om 0.097 0.143 O.540 s s s 246 3.63 13.71 2.83 2.91 14.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 0.550 s 13a7 13.45 0 0 0 0 0 0 0 0 I_-GG 4A5.2omd 0580 s 14.73 15.67 0 0 0 0 0 0 0 0 1213-09n 0.097 w 246 2.83 99 99 244 280 0 0 0 0 4A5-2om 4A5.20m 0540 0550 w w 13.71 13.97 29A1 2723 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y6 4A5-2om 13A-40Cs 4A5.2om 0550 0.143 0550 w w w 1327 3.63 13.97 2723 2.91 2723 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2omd 12C-0sw 0580 0.091 w 14.73 231 1939 152 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P I--D 1tD0 0390 n 9.90 1231 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.81 1.76 68 68 55 120 18 18 14 31 F 19A-0bscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19Csw 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-q- 1.180 29.96 ODD 0 0 0 0 0 0 0 0 61 c) AED excursion 27 2 Envelope loss/gain 299 373 14 29 12 a) Infiltration 166 60 0 0 b) Room ventilation 0 0 0 0 13 lnL%T al gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to13) 465 434 14 29 Less external load 0 0 0 0 Less banster 0 0 0 0 Redistribution 14 28 7 15 14 Subtotal 479 461 21 44 15 Dua loads 1 100% 280/6 46 130 10% 28% 2 12 Total room load I 525 591 24 56 Air required (dim) I 1 0 29 0 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c f w tge+ts4M. 2018-Oct-14 170737 cA Comfort Binder by Wrightsoft 18.0.19 RSU30040 Page 2 Preserve (W P)1Lot 206\PembroM A LHG SL dy V Calc. NUB House laces: E ONE Entire Worksheet Job: Pembroke ALHG Study Entirle House Date: 09/14/2017 By. RI/MC/LM One Stop Cooling and Heating 7225 Sandsoove CL Suite 1, Wirter Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOneStopCoolirtg com License: CAC032444 1 Room name METH 2 Exposed wall 175 It 0 0 3 Room height 9.0 It heaticool 9.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 82D It 82.0 IF 3.0 x 55 It 165 IF Ty Construction number U-value Btuh4F-Iq Or HTM 80ime) Area (fF) or perimeter (I) Load Btuh) Area (Ro or perimeter (R) Load 81uh) Heat Cool Gross NnP/S Heat Cool Gross NrP/S Heat Cool 6 W W VVjjll 12B-09N 13A-40cs 1284ftw 0.097 0.143 OD97 n n a 2.46 3.63 2.46 2,83 2.91 223 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-G4AS-2om 0550 a 13.97 2723 0 0 0 0 0 0 0 0 G11 485-21m 0540 a 13.71 29AI 0 0 0 0 0 0 0 0 I_ 485.2tm 0540 a 13.71 29AI 0 0 0 0 0 0 0 0 13A4os 0.143 a 3.63 291 0 0 0 0 0 0 0 0 4A5-2om 0550 a 13.97 2723 0 0 0 0 0 0 0 0G L pG 485.211rn 11 DO 0540 0390 a a 13.71 9.90 1952 1231 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 128-09N 13A-4ocs 0.097 0.143 s s 2.46 3.63 2S3 2.91 99 0 99 0 244 0 280 0 0 0 0 0 0 0 0 0 4A5.2om 0540 s 13.71 14.76 0 0 0 0 0 0 0 0 4A5.2om 4A5.2omd 0550 0580 s s 1327 14.73 13.45 15.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-09w 4A5.2om 4A5-2om 0.097 0540 0550 w w w 2.46 13.71 1327 2.83 29.41 2723 59 4 0 55 0 0 134 53 0 154 115 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 13A-4ocs 4A5-2om 0550 0.143 0550 w w w 1397 3.63 1397 2723 291 2723 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P I----D 4A5.2omd 12C-0sw 11 DO 0580 OD91 0390 w n 14.73 231 990 1929 152 1231 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.81 1.76 82 82 67 144 17 17 13 29 F 19A-0bscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19cscp O.049 0.43 031 0• 0 0 0 0 0 0 0 F 22A-cpm 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 2 Envelope low/gain 498 698 13 27 12 a) Infiltration 264 96 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliancesrother 0 0 Subtotal (lines 6 to 13) 762 794 13 27 Less eAsmal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 13 27 14 SulbotW 762 794 0 0 15 Duct loads 10% 28% 73 223 10% 28°/a 0 0 Total room load 835 1017 0 ASAirrequired (dm) 0 49 0 Calculations approved by ACCA to meet all requirements of Manual J f3th Ed. r wrlgFftsofrt` 2018-Och141710737 Comfort Builder by Wrightsofl 18.0.19 RSLI30040 Page 3 Preserve (WP)NLot206%PembrokeALHGStdy Lp Calc-Ml8 Hotwtaoss: E Right-J® Worksheet Job: Pembroke ALHG Study ONE OP Entire House Date: 09/14/2017 One Stop Cooling and Heating By. RI/MC/LM 7225 Sardscove CL Sute 1, Winter Park FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web' wwwOneStopCoolingcom License. CAC032444 1 Room name BTH3 BED4 2 Evosed wall 10.0 11 26.0 It 3 Room height 9.0 It heatfcool 9.0 d heat/cod 4 5 Room dimensions Room area 1.0 x 58.5 0 585 W 1 A x 158.8 It 1588 (F Ty Construction number U-value Btuh4F-'F) Or HTM Pull" Area or perimeter (R) Load Bluh) Area (Itzj or perimeter (11) Load BWh) Heat Cool Gross NiP/S Heat Cool Gross NrP/S Heat Cool 6 W 12B-0sw 0.097 n 246 2.83 0 0 0 0 122 122 299 344 W 13A-40cs 0.143 n 3.63 291 0 0 0 0 0 0 0 0 yyll 128.09w 0.097 a 246 2.83 0 0 0 0 0 0 0 0 I--G 4A5.2om 485.2tm 0550 0540 a a 1397 13.71 2723 29.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-2(rn 0.540 a 13.71 29AI 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 3.63 291 0 0 0 0 0 0 0 0 4A5.2om 05W a 1327 2723 0 0 0 0 0 0 0 0 485.2(m 11 D0 0540 0.390 a a 13.71 9.90 1952 12.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12B-09w 13A-4ocs 0.097 0.143 s s 246 3.63 2.83 221 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 0540 s 13.71 14.76 0 0 0 0 0 0 0 0T--G 4A5-2om 0550 S 1397 13.45 0 0 0 0 0 0 0 0 4A5.2omd 05M S 14.73 15.67 0 0 0 0 0 0 0 0 1213-09w 0.097 w 246 2.83 90 84 207 238 113 98 240 276 4A5-2om 4A5.2om 0540 0550 w w 13.71 1397 29AI 2723 0 6 0 0 0 84 0 163 0 0 0 0 0 0 0 0 4A5.2om 13A4ocs 4A5.2om 0550 0.143 0550 w w w 13.97 3.63 1397 2723 291 2723 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 209 0 0 408 0 0 P 4A5-2omd 12C-0sw 0580 0.091 w 14.73 2.31 1939 152 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0290 n 9.90 12,31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.81 1.76 59 59 48 103 159 159 129 280 F 19A-0bscp 0295 2.81 2A0 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 34 69 Envelope losscgain 338 538 878 1377 12 a) Infiltration 151 55 392 142 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 1 230 Applianoescolher 0 0 Subtotal (lines 6 to 13) 489 593 1270 1749 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redisiribudon 12 24 0 0 14 Subtotal 501 618 1270 1749 15 Dud loads 10%11 48 173 100% 28%1 122 491 Total room load I 5491 791 13921 2241 Air required (dm) 0 38 1 0 108 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V'I.r<- wrlgMtsotFt 2018-Oct-141710737 G ZK """' ""'-•'^ Comfort Sulder by Wrigtoolt 18.0.19 RSU30040 Page 4 Preserve (WP)1Lot206NPembrokeALHGStdynp Calc-NUB Housetaoss: E N, d Right-J® Worksheet SFOPEntire House One Stop Cooling and Heating Job: Pembroke ALHG Study Date: 09/14/2017 By: RI/MC/LM 7225 Sandscove CL Sute 1, Winer Park, FL 32792 Phore: (407) 629. 6920 Fax: (407) 629.9307 Web: vmwOneSbpCoohrg com Uoerse: CAC032444 1 Room name STR2 NEED 2 Exposed well 0 fi 335 It 3 Room height 9A It heatknol 9.0 R heaV000l 4 Room dimensions 1.0 x 755 It 1.0 x 2285 It 5 Room area 755 IP 2285 IFr Ty Construction U-value Or HTM Area (W) Load Area (Its Load number BlutvllL°q MA" or perimeter (R) Bbrh) or perimeter (R) Btuh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cod 6 W 12B-0sm 0.097 n 2.46 223 0 0 0 0 18 18 44 51 W 13A-40rs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 12& 0snr 0.097 a 2.46 223 0 0 0 0 122 103 252 290 4A5. 2om 0550 a 1327 2723 0 0 0 0 15 0 209 408 11 485.21" 0.540 a 13.71 29.41 0 0 0 0 0 0 0 0 48541m 0540 a 13.71 29.41 0 0 0 0 4 0 55 118 13A- 400s 0.143 a 3.63 221 0 0 0 0 0 0 0 0 4A5. 2om 0550 a 1327 2723 0 0 0 0 0 0 0 0 485- 2hn 0540 a 13.71 1952 0 0 0 0 0 0 0 0 11 DO 0390 a 9.90 1231 0 0 0 0 0 0 0 0 W 128-Osw 0.097 s 2.46 2.83 0 0 0 0 162 162 399 458 13A4an 0.143 s 3. 2.91 0 0 0 0 0 0 0 0 4A5- tom 0.540 s 13.7171 14.76 0 0 0 0 0 0 0 0 T-G 4A5. 2om 0559 s 1327 13AS 0 0 0 0 0 0 0 0 4A5- 2omd 0580 s 14.73 15S7 0 0 0 0 0 0 0 0 128. 09w 0.097 w 2.46 2.83 0 0 0 0 0 0 0 0 4A5- 2om 0540 w 13.71 29AI 0 0 0 0 0 0 0 0 4A5- 2om 0550 w 1327 2723 0 0 0 0 0 0 0 0 4A5. 2om 0550 w 1397 2723 0 0 0 0 0 0 0 0 Val 13A-40o; 0.143 w 3.63 291 0 0 0 0 0 0 0 0 l 4A5.2om 0550 w 1397 2723 0 0 0 0 0 0 0 0 L - G P 4AS• 2omd 12C- 0sw 1160 0580 0. 091 0390 w n 14. 73 231 990 1939 152 1231 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.81 1.76 76 76 61 133 229 229 186 403 F 19A4ascp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19csw 0.049 OA3 031 0 0 0 0 95 95 41 29 F 22A-cpm 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 34 Envelope loss/gain 61 125 1187 1723 12 a) Infiltration 0 0 505 183 b) Room ventilation 0 0 0 0 13 kamal gains Occupants @ 230 0 0 2 460 Applianoes/ other 0 0 Subtotal ( lines 6 to 13) 161 125 1692 2366 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redis7ibution 61 125 9 19 14 Subtotal 0 0 1701 2385 Duct loads 1 100% 28% 0 0 10'/6 28Ya 163 670 r Total room load 0 0 1865 3055 Air required (dm) 0 0 0 148 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C - r r wrlgfstsoft• 2018.Oct-1417,0797 cA """' '""'-"""' Comfort Bulder by W rigtaoh 18.0.19 RSLI30040 Page 5 Preserve( WP)1Lot2061PembrokeALHGStutynp Calc-M18 House faces: E ON4 Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Pembroke ALHG Study Date: 09/14/2017 By. RI/MC/LM 7225 Sardsoove CL Sute 1, Winter Park FL 32792 Phone- (407) 629. 6920 Fax: (407) 629.9307 Web: www.OreStopCooliig oom License: CAC032444 1 Room name GAME LDRY 2 E1¢losedvrall 14D tl 6.0 it 3 Room height 9.0 it heat/cool 93 It heaVcod 4 Room dimensions 1 D x 227.8 It 13.0 x 6.0 it 5 Room area 227.8 Ip 78.0 IF Ty Construction U-value Or HTM Area (" Load Area (Ili Load number Stuhm-9 Btuh4M or perimeter (It) Btuh) or perimeter (It) Bluh) Heat Cod Gross NAS Heat Cod Gross NrP/S Heat Cod 6 W 12B-0sv 0.097 n 246 2.83 0 0 0 0 0 0 0 0 W 13A-40ce 0.143 n 3.63 291 0 0 0 0 56 56 203 162 128- 0sw OD97 a 246 2.83 126 118 291 334 0 0 0 0 4A5- 2om 05W a 1397 2723 0 0 0 0 0 0 0 0 11 485-21n 0540 a 13.71 29AI 8 0 110 235 0 0 0 0 485. 21m 0,540 a 13.71 29AI 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 3.63 291 0 0 0 0 0 0 0 0 4A5. 2om 0.550 a 13.97 2723 0 0 0 0 0 0 0 0 485. 21n 0.540 a 13.71 1952 0 0 0 0 0 0 0 0 11 DO 0.390 a 9.90 1231 0 0 0 0 0 0 0 0 W 128-0sw 0.097 s 246 2.83 0 0 0 0 0 0 0 0 0. 143 s 3. 0 0 0 0 0 0 0 0 4AS2om 054 0 s 13.7171 14.74.76 00000000TE13A-flocs 4A5-2om 05W s 1327 13.45 0 0 0 0 0 0 0 0 4A5.2omd 0580 s 14.73 15.67 0 0 0 0 0 0 0 0 1213-09m 0.097 w 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0S40 w 13.71 29AI 0 0 0 0 0 0 0 0 4A5.2om 0550 w 1397 2723 0 0 0 0 0 0 0 0 4A5.2om 0550 w 1397 2723 0 0 0 0 0 0 0 0 yl I G 13A- 40cs 4A5.2om 0.143 05W w w 3. 63 1397 291 2723 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5- 2omd 05W w 14.73 1939 0 0 0 0 0 0 0 0 P I-- D 12C-Osw 1160 OD91 0390 n 231 9. 90 1.52 1231 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168. 30ad 0.032 0.81 1.76 228 228 185 401 0 0 0 0 F 19A- Obscp 0295 2.81 2.00 28 28 79 56 0 0 0 0 F 19C- 19c9m 0.049 0.43 031 38 38 16 12 0 0 0 0 F 22A- cpm 1.180 2996 0.00 0 0 0 0 78 6 180 0 6 c) AED excursion 11 41 Envelope loss0ain 681 1026 382 122 12 a) Infiltration 211 77 93 34 b) Room ventilation 0 0 0 0 13 Inlemalgains: Occupants@ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 892 1103 476 656 Less extemal load 0 0 0 0 Lesstransier 0 0 0 0 Redistribution 33 67 223 172 14 Subtotal 924 1170 699 827 Duct loads I 10*/e 280/6 89 329 130% 36% 92 294 r Total room load 1013 14% 791 1122 Air required ( dm) 0 72 0 54 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. e -rF+- wr!- 4t ft- 2018-Oct-14170737 c """' Comfort Builder by Wrigltsod 18.019 RSW0040 Page 6 Preserve (W P)1Lot 206Wembroke A LHG Sadyrcp Cale - MA House faces: E ON 'OP Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Pembroke A LHG Study Date: 09/14/2017 By. RI/MC/LM 7225 Sardsoove CL Sate 1. Winter Park FL 32792 Phore. (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www.OnaStopCoolirg oom License: CAC032444 1 Room name R_EX BED2 2 Exposed well 295 R 31.0 It 3 Room height 93 it heaV000l 93 it heaVcool 4 Room dimensions 13.0 x 125 It 13D x 185 it 5 Room area 1625 IF 2405 W Ty Construction U-value Cr HTM Area (8) Load Area Load number Bwh4F-'FF) B or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross NiPtS Heat Cod Gross NiPiS Heat Cool 6 W 128-09w OD97 n 246 283 0 0 0 0 0 0 0 0 W 13A-40CS 0.143 n 3.63 2.91 116 116 422 338 0 0 0 0 1213-09N OD97 a 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0550 a 13.97 2723 0 0 0 0 0 0 0 0 11 485.21m 0540 a 13.71 29AI 0 0 0 0 0 0 0 0 4B5.2fm 0.540 a 13.71 29AI 0 0 0 0 0 0 0 0 13A-40cs 0.143 a 3.63 291 121 105 380 304 0 0 0 0 4A5-2om 0.550 a 13.97 2723 16 0 228 445 0 0 0 0 485-211m 0540 a 13.71 1952 0 0 0 0 0 0 0 0 11130 0.390 a 9.90 1231 0 0 0 0 0 0 0 0 W 1213-09w 0.097 s 246 2.83 0 0 0 0 0 0 0 0 13A-40cs 0.143 s 3.63 2.91 37 37 135 108 172 156 565 453 4A5.2om 0540 s 13.71 14.76 0 0 0 0 0 0 0 0 4A5-2om 0550 s 1397 13.45 0 0 0 0 16 13 228 220 4A5.2omd 0580 s 14.73 15.67 0 0 0 0 0 0 0 0 1213-096v 0.097 w 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.540 w 13.71 29AI 0 0 0 0 0 0 0 0 4A5-2om 0550 w 1397 2723 0 0 0 0 0 0 0 0 4A5.2om 0550 w 1327 2723 0 0 0 0 0 0 0 0 13A-40rs 4A5.2om 0.143 0550 w w 3.63 1397 291 2723 0 0 0 0 0 0 0 0 116 0 68 0 248 0 199 0 P L-0 4A5-2omd 12C-Osw 0580 0.091 w 14.73 231 1939 152 0 0 0 0 0 0 0 0 48 0 39 0 707 0 931 0 11 DO 0" n 9.90 1231 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.81 1.76 0 0 0 0 46 46 37 80 F 19A4bs(p 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19c= 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 2996 0.00 163 30 884 0 241 31 929 0 61 c) AED excursion 1 7 1 674 Envelope loss/gain 2049 1203 2714 2557 12 a) b- iltration 460 167 483 175 b) Room ventilabon 0 0 0 0 13 Internal gains: Coarpants @ 230 0 0 1 230 AppliancesVher 0 0 Subtotitl(lines 6to13) 12509 1370 3197 2962 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redisbibution 316 243 130 100 14 Subtotal 2825 1613 3327 3062 loads 13% 36% 371 574 13°/a 36% 437 1090 r15DuctTotal room load 3196 2187 3764 4152 Air required (dm) I 1 01 106 0 201 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. e wrr ghtt94 ft=- 2018-OCI-1417A737 Combrt Bulder by W nghtsoft 18.0.19 RSLK10040 Page 7 Preserve (W P)lot 20Wernbroke ALHG Stutyrup Cale - M.18 House faces: E Right-J® Worksheet Job: Pembroke A LHG Study o!' E op Entire House Date: 09/14/2017 One Stop Cooling and Heating By: RI/MC/LM 7225 Sardscove CL Sute 1, Winer Park FL 32792 Phone- (407) 629.6920 Fax: (407) 629.9307 Web: wwMOreSbpCoolirg com License: CAC032444 1 Room dame BTH2 CAFE 2 Exposed well 6A It 215 ft 3 Room height 9.3 R heat/cool 93 R heaftol 4 Room dimensions 9S x 6.0 ft 13.0 x 8S It 5 Room area 57.0 Ip 1105 IP Ty Construction U-value Or HTM Area (re) Load Area (Its Load number Blu"FL-q e or perimeter (It) Btuh) or perimeter (11) Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS. Heat I Cool 6 W 1213-09ry 0.097 n 2.46 2.83 0 0 0 0 0 0 0 0 W 13A-40rs 0.143 n 3.63 291 0 0 0 0 79 79 287 230 1213-09N 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0 OS50 a 1327 2723 0 0 0 0 0 0 0 0T4A5-2om 11 485.2hn 0540 a 13.71 29AI 0 0 0 0 0 0 0 0 4135-2hn O,540 a 13.71 29AI 0 0 0 0 0 0 0 0 0'143 a 3.63 291 0 0 0 0 0 0 0 0 TE 13A-4ors 4A5.2om 05W a 1327 2723 0 0 0 0 0 0 0 0 415.21m 0540 a 13.71 1952 0 0 0 0 0 0 0 0 11D0 0390 a 990 1231 0 0 0 0 0 0 0 0 W 12B-0s v OD97 s 2.46 2.83 0 0 0 0 0 0 0 0 135.2orn 0.143 s 3. 71 2. 7 56 51 159 164 0 0 0 0 4A5.2om OS40 s 13.7t t4.76 4 0 59 64 0 0 0 0 4A5-2om 05W S 1397 13.45 0 0 0 0 0 0 0 0 4A5.2omd 05W s 14.73 15.67 0 0 0 0 0 0 0 0 12B-0sw 0.097 w 2.46 2.83 0 0 0 0 0 0 0 0 4A5-2om O.540 w 13.71 29.41 0 0 0 0 0 0 0 0 4A5-2om O550 w 1397 2723 0 0 0 0 0 0 0 0 4A5.2om 0550 w 1327 2723 0 0 0 0 0 0 0 0 13A-40cs 0.143 w 3.63 291 0 0 0 0 121 88 320 257 4A5.2om OS50 w 1397 2723 0 0 0 0 33 0 456 890 4A5-2omd 0580 w 14.73 1939 0 0 0 0 0 0 0 0 P- LD 12C•Osw 11D0 0.091 0390 n 231 990 1.52 1231 88 0 88 0 204 0 134 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.81 1.76 0 0 0 0 111 111 90 195 F 19A4bscp 0295 2.81 2DO 0 0 0 0 0 0 0 0 F 19C-19csR1 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A•cpm 1.180 2996 0.00 57 6 180 0 111 22 644 0 6 c) AED excursion 14 266 Envelope losVgain 630 333 1798 1838 12 a) Infiltration 93 34 335 122 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 W 13) 724 367 2133 1959 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 223 172 0 0 14 subtotal 947 539 2133 1959 15 Dud loads 1 130/6 36% 124 192 130% 360/6 280 697 Total room load I 1071 731 2413 2657 Air required (dm) 1 0 35 1 1 0 128 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c - wrlgfr tsoM 2018-Oct-1417A737 Comlon Sulder by WrigNsoft 18.0.19 RSU30040 Page 8 Preserve (W P)tLot 2061Pembroke ALHG Studynp Calc - WS Houma faces. E oN4 Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Pembroke A LHG Study Date: 09/14/2017 By: RI/MC/LM 7225 Sardscove CL Sute 1, Winer Park, FL 32792 Phore, (407) 629.6920 Fax, (407) 629.9307 Web: www0neStop0oolirg com Licerse• CAC032444 1 Room name FAMILY Krr 2 Exposed wall 24.0 It 13.0 If 3 Room height 93 It heaNcool 93 It heat/cool 4 Room dimensions I x 270.8 fi 13D x 13D Q 5 Room area 270.8 IF 169.0 1F Ty Construction number u•value BWh4F-°F) Or HTM Bluhlln Area (IF) or perimeter (ft) Load Bluh) Area (It2) or perimeter (R) Load Btuh) Heat Cool Gross N/PVS Heat Cool Gross WP/S Heat Cool 6 W 12B-Osw 0.097 n 2.46 2.83 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 n 3.63 2.91 0 0 0 0 121 121 439 352 Vh 12B-0sw 0.097 a 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0S50 a 13.97 2723 0 0 0 0 0 0 0 0 11 485-2fm 0540 a 13.71 29.41 0 0 0 0 0 0 0 0 485-2fm OS40 a 13.71 29AI 0 0 0 0 0 0 0 0 0.143 a 3.63 291 0 0 0 0 0 0 0 0 TE 13A-40cs 4A5.2om 0550 a 13V 2723 0 0 0 0 0 0 0 0 465.21m 0.540 a 13.71 1952 0 0 0 0 0 0 0 0 11 DO 0390 a 9.90 1231 0 0 0 0 0 0 0 0 W 12B-09N OD97 s 2.46 2.83 0 0 0 0 0 0 0 0 13A-4ocs 0.143 s 3.63 2.91 88 40 147 117 0 0 0 0 4A5-2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 4A5.2om 0.5W s 13S7 13.45 0 0 0 0 0 0 0 0 4A5.2omd 0580 s 14.73 15.67 48 48 707 752 0 0 0 0 1213•O9v 0.097 w 246 2.83 0 0 0 0 0 0 0 0 4A5.2om 4A5-2om O.540 0550 w w 13.71 13.97 29AI 2723 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 4A5.2om 13A-40cs 0550 0.143 w w 13.97 3.63 2723 2.91 0 135 0 102 0 371 0 297 0 0 0 0 0 0 0 0 I--( 4A5-2om OS50 w 13.97 2723 33 0 456 890 0 0 0 0 L-G P L-D 4A5-2omd 12C-0sw 1100 0.5M 0.091 0390 w n 14.73 231 9.90 1939 152 1231 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.81 1.76 187 187 152 329 59 59 48 103 F 19A-0bscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19c = 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-cprn 1.180 29.96 OAO 271 24 719 0 169 13 390 0 6 c) AED excursion 72 101 Envelope lossrgain 2552 2459 876 354 12 a) Infiltration 374 136 203 74 b) Room ventilabon 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesrother 0 1200 Subtotal (lines 6 to 13) 1 2926 2594 10791 1628 Less extemal load 0 0 0 0 Lessrartsler 0 0 0 0 Redistribution 223 172 93 72 14 Subtotal 3149 2766 1172 1699 Duct loads 1 13% 360% 413 984 13% 360% 154 605 r Total room load I 3562 3750 1325 2304 Air required (c1m) I 1 0 181 0 111 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f wNgf tooft 2018-00-14l710797 A c Comfort Bulder by Wrighmot118.0.19 RSLI30040 Page 9 Preserve (W P)Iot 2061Pembroke A LHG Studyrup Calc - MA House faces: E 0AS' OP Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Pembroke ALHG Study Date: 09/14/2017 By: RI/MC/LM 7225 Sardscove CL Sute 1, Winter Park FL 32792 Phone. (407) 629.6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirg oom License: CAC032444 1 Room name STR1 FOYER 2 6posed well 0 ft 7.0 It 3 Room height 93 It heaftol 93 ft heayawl 4 5 Room dimensions Room area 8.0 x 11 A 11 88D 1F ID x 158.0 ft 158.0 fF Ty Construction number U-value Bbiw-F) Or HTM BR1h4n Area (n or perimeter (ft) Load Btuh) Area (W) or perimeter (11) Load Bluh) Heat Cool Gross NnPIS Heat Cool Gross WP/S Heat Cool 6 W W 12B&09w 13A-4ocs 128-09N 0.097 0.143 0.097 n n a 2.46 3.63 2.46 2.83 291 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5-2om 485.21m 0550 0.540 a a 1397 13.71 2723 29A1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.21m 13A-4ocs 4A5.2om 0S40 0.143 OSW a a a 13.71 3.63 13.97 29Al 291 2723 0 0 0 0 0 0 0 0 0 0 0 0 0 65 0 0 32 0 0 115 0 0 92 0 4B5.2fm 11DO 0.540 0390 a a 13.71 9.90 1952 1231 0 0 0 0 0 0 0 0 9 24 6 24 128 238 182 295 W 1213.09w 13A-4o s 4A5-2om 0.097 0.143 0.540 s s s 2.46 3.63 13.71 2.83 291 14.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5.2omd 05W 0580 s s 1327 14.73 13AS 15.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213.09w 4A5.2om 4A5.2om 0.097 0.540 05W w w w 2.46 13.71 1327 2.83 29AI 2723 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 13A-4o s 4A5.2om 0550 0.143 0.550 w w w 1397 3.63 13.97 2723 291 2723 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2omd 12C-Os6v 1100 16B-30ad OS80 OD91 0390 OD32 w n 14.73 231 9.90 0.81 1939 152 1231 1.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 116 19 0 0 98 19 0 0 225 185 0 0 148 230 0 P L-D C F 19A4 bscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 88 0 0 0 158 7 210 0 6 c) AED excursion 0 58 Envelope loss(gain 0 0 1101 890 12 a) Nitration 0 0 109 40 b) Room ventilation 0 0 0 0 13 Internal gains: Ooarpanls@ 230 0 0 0 0 Appliarocesiofher 0 0 Subtotal (lines 6 to 13) 0 0 1210 930 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1210 930 14 Subtotal 0 0 0 0 15 Dud loads 13% 36% 0 0 13% 36% 0 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C - wrlghtsol<t 2018-Oct-1417,0737 Comfort BulderbyWrigftsod16.0.t9RSU30040 Page10 Preserve (WP)NLot206%PernbrokeALHGStudynp Cale-140 Horsefaoes, E Static Pressure and Friction Rate Job: Pembroke ALHG Study 9 Date: 09/14/2017 ON - Sp Entire House By. RI/MCiLM COOYMO AMO MAATIIIO. lK. One Stop Cooling and Heating 7225 Sandscove CL SIite 1, Wider Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629.9307 Web: ww&0r eStopCoolirg com License CAM32444 Project• • For: Park Square Homes Sanford, FL AvailablePressure Heating Cooling in H2O) (in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heatexchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• supply Return ft) ft) Measured length of run -out 38 0 Measured length of trunk 9 0 Equivalent length of fittings 107 0 Total length 153 0 Total effective length 153 Heating Cooling in/100ft) in/100ft) Supply Ducts 0.222 > 0.18 0.222 > 0.18 Return Ducts 0.222 > 0.18 0.222 > 0.18 Supply 4X--35,11 M=20,11 H=7,11 G--5,11 G=5,1 A--35: TotalEL=107 Return TotaIEL=O wrightsof * 2018-00F141710719 vRi,':K + . Wes• .- —,, Comton Bulder by W rigtaoN 18.0.19 RSLI30040 Page t9 Preserve (W P)11ot 206Wembroke A LHG Stuiynp Calc = tvtJB Hose hoes: E Duct System Summary Job: Pembroke ALHG Study Y rY Date: 09/14/2017 Entire House By. RINVLM COOYNO ANY NO tINO. lLC - One Stop Cooling and Heating 7225 Sandsoove CL Sute I. Witter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolirg oom Lioeme. CAC032444 For: Park Square Homes Sanford, FL External static pressure Pressure losses Available static pressure Supply/return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.222 in/100ft 0 cfm 153 Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.222 in/100ft 1367 cfrn Name Design Btuh) Htg cfm) Clg cim) Design FR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (it) Trunk BED2 c 4152 0 201 0.222 8.0 Ox0 VIFx 46.4 107.0 st2 BED3 c 2132 0 103 0.293 6.0 Ox 0 VIFx 21.0 95.0 SO BED4 c 2241 0 108 0.281 6.0 Ox 0 VIFx 21.0 100.0 SO eni2 c 731 0 35 0.237 4.0 Ox 0 VIFx 36.4 107.0 st2 B1H3 c 791 0 38 0.284 4.0 Ox 0 VI Fx 19.8 100.0 SO CAFE c 2657 0 128 0.249 6.0 Ox 0 VI Fx 29.8 107.0 st2 FAMILY c 3750 0 181 0.248 8.0 Ox 0 VIFx 29.9 107.0 st2 FLEX c 2187 0 106 0.282 6.0 Ox 0 MR 13.4 107.0 st2 GAME c 1498 0 72 0.327 5.0 Ox 0 VIFx 8.9 95.0 SO Krr c 2304 0 111 0.274 6.0 Ox 0 MR 22.3 102.0 st2 LDRY c 1122 0 54 0.284 4.0 Ox 0 VIFx 12.9 107.0 st2 MBED c 3055 0 148 0.288 7.0 Ox 0 VIFx 18.1 100.0 SO METH c 1017 0 49 0.283 4.0 Ox 0 VIFx 20.3 100.0 SO MTOI c 56 0 3 0.293 4.0 Ox 0 VIFx 16.1 100.0 SO MWIC c 591 0 29 0.307 4.0 Ox0 VIFx 15.8 95.0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 PeakAVF 0 550 0.281 700 12.0 0 x 0 VinlFlx st2 PeakAVF 0 817 0.222 764 14.0 0 x 0 VnlFlx wright.soft' 2018-Oct-1417,0739 Comfort Bulder by W rightsoft 18.0.19 RSL)30040 Page 1 A 9 Preserve (WP)11ot206\PembrokeALHGSrtdynp Ca1caMJB Horsefaces- E Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg ctm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat! Trunk W Ox 0 0 1367 0 0 0 0 Ox 0 VI Fx wrightsoft' 2018-00-1417A739 w. « ... Comfort Bolder by Wriphtsoh 18.0.19 RSW0040 Page 2e Preserve (WP)11ot206WembrokeALHGStudynp Cale=M18 Horselaoes, E Level 1 10X6 CAFE 128 cf; 4\4 db I I 6" \\ FAMILY T90 \U aoe 10 6 - 1000 \ 111 IM 6 " 181 cfm I I F r0 10T 10: BED2 a I;7 201 cfm \ I 8X a : •- a DV vrWLDRY I I 10 z.1 f 9 STR1 cfm O Q- — r —I r 14 " Sup Rise F682 L a 66d 10 z1 v 4 " z 10 10X6BTH26.. 106 cfm STUDY I FOYERS i 35 cfm t OI 8X4 9w Q I w Q GARAGEI 3T?M I r Job #: PembrokeA LHG Performed by RUMC/LM for: Park Square Homes Sanford, FL EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate — — Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box One Stop Cooling and Heating 7225 Sandscove Ct. Suite 1 Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 vw+ KOneStopCooling.00m ale:1 : 95 Page 1 Right -SUMS Universal 2018 18.0.11 RSU16202 2018-Apr-1208:14:44 Level 2 r I I II 8X4q/ - I - - 8X4 MWIC METH" x_• 29 cfm 8X4 8 4 r- -- 9cfml3cmI ST I 4 MI. 4 -4 „ 6 rr - I 148 cfm / \ 10X8 7Ih tIN 13 F 12z12 z12 MBED Job #: PembrokeA LHG Performed by RIIMC/LM for: Park Square Homes Sanford, FL 38 cfm BED4 30X18 RA 7 cffn j 30X5'E 10x10 108cfm Sup Riser 181 6 a - ' 10X6 03 cfm cfm 12I GAME I BED3 I EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 ' 110 CFM Fan I EFL1 = 50 CFM Fan ZONE DAMPER 14" DAMPER 1 ST FLR 12" DAMPER 2NO FLR 12" BYPASS EFL2 = 80 CFM Fan ER- 3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate — - Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box One Stop Cooling and Heating 7225 Sandsoove Cf. Suite 1 Winter Park FL 32792 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 wwwOneStopCooling. 00m Scale: 1 : 95 Page 2 Right- SuihM Universal 2018 18. 0.11 RSU16202 2018- Apr-1208:14:45 r SQ`oe\r"* A, C /f - U o .Cw.jrok 23 Z0 N VT 0 n= OD AQ-Y 01.6 DY i DESCRIPTION AS FURNISHED: Lot 206 , WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REL,-- LOT L94 ! LOT 193 LOT 192 NOV 19117101F, i---- 21A1l1/._ i ti! P1 AN'-": k to construct single family home vith setbacks and impervious area hown on plan. 2- ar ?a.ale- -L eA', /SB- 37, V,, S 00P16'57" E 60. 00' 34.96' 34.96' 35.13' 35.13' LOT 206 9.83' 12.5' 27.7 LANAI '•H Oi Oi 9.83' 10.00' 12.3' O O PROPOSED RESIDENCE LOT 205 ce) MODEL: PEMBROKE-A 2 CAR GARAGE LEFT W ENTRY o 6.50' 3.0'x3.0' " 13 AC o 9.0' 3' WING 10.00, 20.0' WALL 16' c I^ I DRIVE NEEKiwi>c 10' UnL. ESMT. 5' CONC. WALK 10.00' 10.00' 39.87' S 1 LIC14T POST PER DRAIN PLANS LOT 207 SETBACKS AS FURNISHED CURB FRONT a 25-(•) B•B•)S 00016 57" E REAR - 20' 60.00SIDE - 5' (40' LOT) 7.5' (80' LOT) 10- (75' LOT) j jSIDESTREET - 25' (60' & 75' LOT) NI GHT HJ )? ONV1=/ 1 15' ( 40' LOT) NU 25' FRONT SETBACK CAN BE REDUCED 50' PRIVATE R/W) TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN ONLY 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS NOT A SURVEY OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 6.900 t SQUARE FEET PROPOSED - nNSHEO SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT =.TOTAL t SQUARE FEET FLATWORK PERDRAINAGEPLANSG DRIVE 403/ 110- 513 t SQUARE FEET FOUNDATION/PAD 1,752 t SQUARE FEET PROPOSED DRAINAGE FLOW y WALKS 44/ 300= 344 t SQUARE FEET REAR PATIO 1171 SQUARE FEET ILOTGRADINGTYPEApQ0SODPROPOSED F.F. PER PLANS 24.0' Q 1, 475250 = 4 ,725 t SQUARE FEET FRONT PORCH DECK 99 t SQUARE FEET POOL DECK N/A t SQUARE FEET NOTE FRONT SIDEWALK AND STREET LOcAnon TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD vERIFIEO CRUSEMHEYER- SCOTT & ASSOC, INC. - LAND SURVEYORS I. EGCMO - L[GEf/D - P • PLATLPAJ-OGE • POINr N\i L1NC 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 F MEMO TV. . TYPICAL CWVATWC IP. IRON PtPROD PA.G • POINT Or RCVCRtCCOMPOUND IR. IRON ROD/.CM; • POINT Or COFWND CURVATIRC NOTES: T. THE UNDERSIGNED DOES HEREBY CERTIFY IMF THIS SURVEY MEETS ME STANDARDS OF PRACTICE SET FTIRTN Br ME FLORIDA 80AN0 OF CA • CONCRETE MONUMENT RAO. • RACIAL SCT IA. • 1/2' IR ./MLR 4316 NA. . NDN-RACIAL PROFESSIDNAL SURVEYORS AND MAPPERS AN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472027. FLORIDA STATUES 2. UNLESS EMBOSSED WTIN SURVEYOR'S SIGNATURE AND ORM44L RAISED SEAL, no SURVEY MAP OR COPIES ARE mar vAUO. NEC. RCCOVCRCD VP. VItNCSt POINT PA, R. • POINT air 9OD1 KING CALL • CALCULATED A THIS SURVEY WAS PREPARED FROM MILE VVIORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RMIRIC110NS OR EASEMENTS THAT AFFECT MIS PROPERTY. O.C. •POINT OT COIIMONXN4M IRK • PERNACHIT REFERENCE MORMENT CEN A FF. . FUIISHED904 FLOOR FLOOR ELEVATION 4. NO UNDERGROUND OIPROVE31EMS HAVE BEEN LOGTED'UNLin OTHERMKE SHOWN. HAD • HNAIL aS TINEDSL • RUILDIHG KLINE MIN[ 3 THIS SURVEY b PREPARED MR ME SOLE WNEFR OF THOSE COMM TO AND SHOULD HOT BE RELIED UPON Br ANY OTHER ENTITY: IV RIGHT-CAVAY DK • SENCNIMRR CSNT. EASEMENT D.D. DASC REARING 6. DIMENSIONS SHOWN FOR ME LOCAm, OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO REMNSTRUCT BOUNDARY UNES. GC 7. BEARWGS. ARE EMSED ASSUMED DATUM AND ON INC UNE SHORN AS BASE BFAAWG (B.&) UTM. UTILITY UTIL. • ELEVAJXNS. IF SHOWN, ARE BtSED ON HATIOD41. GEODETIC VERF" DATUM Or 1929. UNLESS OTHERWISE NOTED. CLM • CHAIN LINK TO= VDFC. • VOOD FENCE 9. C&RnFKATE OF AUTHORIZATION No. 4S96. C/ o CONCRCTE FILM P. C. • POINT Or CURVATURE SCALE I' - 20' DRAWN BY: ••• P. P. T. • POINT OF TANGENCY DESC. DESCRIPTION CERTIFIED BY: DATE ORDER No. uK LENGTH PLOT PLAN 10-09-2018 6B15-18 D • DELTA C • CHORD GL CHORD KARING NORTH 1 THIS BUILDING\PROPERTY DOES NOT UE WITHIN I - .(-`_ bQs ME ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TO X. RUSENM R, R.4 / 4714 20ME X. MAP / 1211700090 F (09-28-07) JAM . SCOTT f.LS 1 4801 RECORD COPY 38co I 111;h} VVMQ Filename: PARK SQ PEMBROKE.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2380 2 1 Lighting Summary Standard 6,024 6,024 Optional 11,640 6,024 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 6 ILDiNC Dryers--------------------------- D Dryer No. No? Nameplate Line Neutral p pARTM 1 1 5000 2 18-4286• 3 00 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 27.0 240 6,480 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 27 240 1 6,480 0 Heat/Cool Summary Standard 14,640 0 Optional 14,640 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600DISH1112012001,200 1,200MICRO1112012001,200 1,200WATERHEATER1118.5 240 4,440 0OPTPOOL11102402,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 27 240 Heat/Cool Phase Amps Volts 1 27 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,620 0 SUMMARY Standard Line Neutral Total Total = 46,644 16,254 Maximum Amperage = 194 68 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 37,408 16,254 Maximum Amperage = 156 68 Service Voltage = 240 Service Phase = 1 W1 a MiTek' RECORD COPY 0vtt D„yG, 2 8 6 RE: PSQ2382A I SANFORD Park Sq/ PEMBROKE 2382B- Y , MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 336104115 Site Information: Project Customer: PARK SQUARE HMS. Project Name: PSQ2382A Lot/Block: 206 Subdivision: WYNDHAM PRESERVE 60' Address: 3861 NIGHT HERON DR. City: SANFORD State: FLORIDA General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Design Method: MWFRS (Envelope)/C-C hybrid Wind ASCE 7-10 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 47 individual, dated 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 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13712206 4cj1 4/6/18 26 T13712231 f1 4/6/18 2 T13712207 4q3 4/6/18 27 T13712232 f2 4/6/18 3 T13712208 4c 5 4/6/18 28 T13712233 f3 4/6/18 4 T13712209 41.4 4/6/18 29 T13712234 M 4/6/18 5 T13712210 4k)7 4/6/18 30 T13712235 f5 4/6/18 6 T13712211 a1 4/6/18 31 T13712236 f6 4/6/18 7 T13712212 a2 4/6/18 32 T13712237 1`7 4/6/18 8 T13712213 a3 4/6/18 33 T13712238 f8 4/6/18 9 T13712214 b1 4/6/18 34 T13712239 1`9 4/6/18 10 T13712215 b2 4/6/18 35 T13712240 f10 4/6/18 11 T13712216 b3 4/6/18 36 T13712241 f11 4/6/18 12 T13712217 b4 4/6/18 37 T13712242 1`12 4/6/18 13 T13712218 c1 4/6/18 38 T13712243 1`13 4/6/18 14 T13712219 c2 4/6/18 39 T13712244 g1 4/6/18 15 T13712220 cj1 4/6/18 40 T13712245 g2 4/6/18 16 T13712221 c)3 4/6/18 41 T13712246 g3 4/6/18 17 T13712222 c 5 4/6/18 42 T13712247 491 4/6/18 18 T13712223 dl1 4/6/18 43 T13712248 4/6/18 19 T13712224 d2 4/6/18 44 T13712249 117 4/6/18 20 T13712225 d3 4/6/18 45 T13712250 M7 4/6/18 21 T13712226 d4 4/6/18 46 T13712251 11 4/6/18 22 T13712227 e1 4/6/18 47 T13712252 12 4/6/18 23 T13712228 e2 4/6/18 24 T13712229 e3 4/6/18 25 T13712230 e4 4/6/18 This item has been electronically signed and sealed by Lee, Julius using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. '00US C"It.i Truss Design Engineer's Name: Lee, Julius • ..G E N S`•... My license renewal date for the state of Florida is February 28, 2019. FloridaCOA:6634 No 34869 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/rPI 1 These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any protect specific information included is for MiTek 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. 0; :cc= STATE OF / s/ON A1. el .% 4/11111, Julius Lee PE No.34869 M(Tek USA. Inc. FL Cert 6634 69t14 Parke East Blvd. Tampa fl 33610 April 6,2018 I of I Lee, Julius Job Truss Truss Type Div Ply Park Sq/ PEMBROKE 2382&TRAY T13712206 PS02382A 4CJ1 JACK 4 1 Job Reference optional Mid-Flonda Lumber, Bartow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 11:47.46 2018 Page 1 10:Z_6TByhmA9cROt5uo2pKVvy3nnN-wAzreeOtEOU3MwOtenRITOkPgwANOEO UonffkkzTS 1 B 1-0-0 1-0-0 1-0-0 1-" 2x4 = Scale = 1.6.1 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Uden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 SC 0 01 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0 00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 5 >999 360 Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 1-" oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing direly applied or 10-0-0 oc bracing REACTIONS. (Ib/size) 3--10/Mechanical, 2=130/0-7-8, 4=1/Mechanical Max Horz 2=35(LC 6) Max Uplift 3=4(LC 10). 2=92(LC 6), 4=1(LC 1) Max Grav 3=11(LC 3), 2=130(LC 1), 4=11(LC 6) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vesd=108mph, TCDL=4.2psf. BCDL=3.Opsf, 111=15ft; Cat. II; Exp B; Encl.. GCpt=O 18; MWFRS (envelope) gable end zone and C-C Extenor(2) zone,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Los PE No. 34969 MITsk USA, Inc. FL Cart GIIU 904 Parks East Blvd Tampa FL 33610 Oats: April 6,2018 0 WARNING - Vwff y design Parameters and READ NOTES ON TM$ AND INCLUDED WrEK REFERENCE PAGE ABS-7473 rev. IGQ2fMS BEFORE USE. Design valid far use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component. not a toes system Before use, the budding designer must verify the applicability of design parameters and prop" in,Alpafate this design into the overall budinip design Brec" indicated is to prevem bucdmg of individual truss web and/or chord members only Adddrlrtal lemporary and Pamtonem bracing M iTekisalwaysrequired (or stability and to Prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and orating of trusses and truss systems, We ANSVrP11 Quality Cn erts. OSS42 and SCSI Building Component 6904 Parke, East Blvd. So" Information available ham Tows Plate Institute, 218 N Lea Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Park Sq/ PEMBROKE 2382E-TRAY IPly T13712207 PS02382A 4CJ3 JACK 4 1 Job Reference L Uonal Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:47:47 2018 Page 1 IDZ 6TByhmA9cROt5uo2pKVvy3nnN-OMXDryRVtkcw-4 3CUMErhzup4EL6tUaiSXJiOzTSIA t QO 3-0.0 t 0 0 3-0-0 Scale = 1.9 4 2x4 = LOADING (psf) SPACING- 2-" CSI. OEFL. in loc) Well L/d PLATES GRIP TOLL 200 Plate Gnp DOL 1.25 TC 0.08 Vert(LL) -000 7 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.07 Vert(CT) -0.01 4-7 >999 180 BCLL 00 Rep Stress Incr YES WB 0 00 Horz(CT) 000 2 n/a n/a BCDL 10.0 Code FSC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 >999 360 Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=70/Mechanical, 2=188/0-7-8, 4=38/Mechanical Max Horz 2=64(LC 6) Max Uplift 3=-43(LC 10). 2=98((.0 6), 4= 4(LC 10) Max Grav 3=70(LC 1). 2=188(LC 1).4=51(LC 3) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind, ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat II; Exp B; Encl., GCpi= 0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upldt at joint(s) 3, 2, 4 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Julius Les PE No. 34869 Walk USA, Inc. FL Cart 8834 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 QWARMNG - verify design Parameters snd READ NOTES ON TMS AND INCLUDED AMK REFERENCE PAGE 01.7473 fair. 161M20/3 BEFORE USE. wisew Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, rot• a truss system. Before use, the building designer must vary me applicability of design parameters and property incorporate this design its* the overall building design. Bracing indicated is to prevent budldeng of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' alwaysrequiredforstabilityandtopreventC0e9PsewithPossiblepersonalinjuryandprdpeftydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVrP11 Quality Criteria. DS849 and SCSI Building Component 6904 park* East Blvd. Sally infortrlatlon available from Titus Ptate institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply PEMBROKE 23628-TRAY jParkSq/ T13712206 PS02382A 4CJ5 JACK 4 1 JoD Reference (optional) Mid -Florida Lumber, Bartow, FL. ai d 20 = 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:47 48 2018 Page 1 ROt5uo2pKWv3nnN-tY5b2IR7m2kmc0IGIBuTOuV01 UYvftpAGtEb:TS 19 Scale = 1:12 7 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCOL 100 Lumber DOL 1.25 BC 0.24 Vert(CT) -0O6 4-7 >983 180 SCLL 00 Rep Stress Ina YES WB 0.00 Horz(CT) 000 2 n/a n/a BCDL 100 Code FSC2017/TP12014 Matnx-MP Wind(LL) 0.03 4-7 >999 360 Weight 17 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing REACTIONS. ( lb/size) 3=126/Mechanical, 2=264/0-7-8, 4=65/Mechanical Max Horz 2=94(LC 6) Max Uplift 3=79(LC 10). 2=119(LC 6), 4=5(LC 10) Max Grav 3=126(LC 1), 2=264(LC 1), 4=89(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind. ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph: TCOL=4.2psf: BCDL=3 Opsf: h=15ft: Cat. II, Exp B. Encl., GCpisd0 18. MWFRS (envelope) gable end zone and C-C Exterior(2) zone:C-C for members and forces 8 MWFRS for reactions shown: Lumber OOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jl=Ib) 2= 119 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Julius Les PE No. U869 Wak USA, Inc. FL art 04 004 Pula East Blvd. Tampa FL 33610 Due: April 6,2018 0 WMWNO • VeA y design panmeara and READ NOTES ON THIS MO INCLUDED WrEK REFERENCE PAGE 1100-7473 now 10O31M1S BEFORE USE Oestgn valid sir use ony, with MITaII® connectors This design is awed only upon parameters shown, and is (at an individual building component, not a truss system. Before use, the budding designer mug venly the applicability of design parameters and property incorporate this design into the overall buddingdesign Bracing indicated is to prevent budding of individual truss web andfor chord members only Additional temporary and permanent bracing WOW a alwaysrequiredforgelidlyandapreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabnabon, storage, delivery, erection and bracing of trusses and truss systems. see ANSIRPN Quality Crlterla, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Sally Information avallable from Truss Plate Ingaua, 218 N Lee Street, Suite 312. Abrandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq/ PEMBROKE 2382E-TRAY T13712209 PS02382A 4.17 JACK 14 1 Job Reference (_iptional Mid-Flonda Lumber. Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 11:47:48 2018 Page 1 ID:2 6TByhmA9cROt5uo2pKVVy3nnN-tY5b21R7m2kmcD2GIBuTOuVw9UTrrKk*WtEtzTS19 1-0 0 7.0.0 7-0.0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.69 Vert(LL) 0.10 4-7 802 240 TCDL 10.0 Lumber DOL 1.25 Sc 0.51 Verl(CT) 0.24 4-7 347 180 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Wind(LL) 0.13 4-7 633 360 LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=182/Mechanical, 2=342/0-7-8, 4=91/Merhanical Max Horz 2=124(LC 6) Max Uplift 3=115(LC 10), 2=143(LC 6), 4=6(LC 10) Max Grav 3=182(LC 1), 2=342(LC 1). 4=127(LC 3) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. Scale = 1, 16 2 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. BOT CHORO Structural wood sheathing direly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft: Cat 11; Exp B; Encl.. GCpi=O 18, MWFRS (envelope) gable end zone and C-C Ex(erior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.64 tall by 2 0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) 4 except (jt=bb) 3=115,2=143. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U869 MiTok USA, Inc. FL Cod W4 6904 Parke East Blvd Tampa FL 33610 Dato: April 6,2018 0 WARNING - Vadry daslgn parameters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE Act 7472 rev. IG03MI5 BEFORE USE. Design valid for use only with fill ek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must vent' the apphubdsy, of design parameters and property inearporate this design Into rho overall b ldIng design Braeug indicated w to prevent budding df individual truss web and/or chord members only Additionaltemporary and permanent orading MiTek' ISalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guioance regsrong the fabrication, storage, delivery, election and bracing of trusses and truss systems, see ANSIRPII Quality CAteds, OSS49 and SCSI Building Component SafetyInformationavailablefromTrussPlateInstitute. 218 N. lee Street. Suite 312. Alexandria, VA 22314 6904 Parke East SM. Tampa, FL 38610 Job Truss Truss Type oty Ply Park Sty PEMBROKE 23828-TRAY T13712210 PS02382A 4KJ7 JACK 2 1 Job Reference banal Mid-Flonda Lumber, Banow, FL. 8.130 s Mar 11 2018 MITek Industries. Inc. Fri Apr 6 11:47:49 2018 Page 1 ID:Z_6TByhmA9eROt5uo2pKVvy3nnN-LlfzGeSIXLsdEN8SJvPiw626WIpOagftArnOOnJzTS 18 t-5-0 5-4-9 9-10-13 1.5-0 54-9 44-4 Scale = 120 7 30 = ten. 5 LOADING (psf) SPACING- 2 0 CSI. DEFL. In loc) Ildefl Ud TCLL 200 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 003 6-7 999 240 TCDL 10 0 Lumber DOL 1.25 BC 057 Vert(CT) 009 6-7 999 ISO BCLL 0. 0 ' Rep Stress Ina NO WB 0.47 Horz(CT) 0.02 5 n/a n/a BCDL 100 Code FBC2017/rP12014 Matrix -MR Wind(LL) 0.05 6-7 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No 3 REACTIONS. (lb/ size) 4=245/Mechanlcal, 2=416/0-7-8, 5=398/Mechanical Max Horz 2=188(LC 4) Max Uplift 4=221(LC 4), 2=226(LC 4), 5=168(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=11261516 BOT CHORD 2-7=655/1088, 6-7=655/1088 WEBS 3-7=0/268, 3- 6=1137/685 PLATES GRIP MT20 244/190 Weight: 40 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purllns. BOT CHORD Structural wood sheathing directly applied or 7-3-5 oc bracing NOTES- 1) Wind ASCE 7-10. Vuk= 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, Cat. II, Exp B. Part Encl., GCpi=0.55, MWFRS (envelope) gable end zone; Lumber D0L=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-641 tall by 2-0.0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplr t at joint(s) except (jt=lb) 4=221, 2=226, 5=168. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=- W Trapezoidal Loads ( plf) Vert 2=0( F=30, B= 30)-to-4=148(F=-44, Bw-"), 8=0(F=10, 8=10)4o-5=49(F=15, B=15) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lta PE No. 34669 M1Tsk USA, Inc. FL Carl 6634 6904 Pub East Blvd Tampa FL 33610 Oats: April 6,2018 AWARMNG - Verily Oaslan parameM and READ NOTES ON THIS AND INCLUDED ARTEK REFERENCE PAGE 111114473 rev. 14411LM1S BEFORE USE. Design valid for use only with Mfrekm Connectors This design is based only upon parameters shown, and is for an individual building component. not a truss System Before use, the buildup designer must verity the applicability of design parameters and property incorporate this design into the Overall building design. Bracing indicated is to prevent bucldag of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability andtopreventca0apaawanpossiblepersonaluyuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI"ll Quality Criteria, OSSAS and SCSI Building Component 6904 Parke East Bhd. Safety bdonradon avaNble from Truss Plate Institute. 2le N Lee Street, Suite 31Z Alexandria. VA 22314. Tampa, FL 36810 Job Truss Truss Type pry Ply Park Sq/ PEMBROKE 23828-TRAY T13712211 PS02382A Al HIP 1 1 Job Reference (opbonal mtb-rionba Lumoer, tsartow, rL 1-0-0 7-0.0 9-9•t4 12.7.12 t8-3-14 1-0-0 7-0N 2-9-14 2.9•t4 3 2 4 00 t 2 Sx8 = 2x4 11 5x8 = 7x12 = N A Nt d E 17u s Mar 11 Zulu mi l ek Industnes, Inc. Fn Apr 6 11:47 502013 Page 1 ID:4XOfOoTTPdL7G61OkGU6m6y3nnf-pxOMT_TNlf UrXjetcwxTJbCNH3iJ010POIzJIZTS17 0 0-0 23-0-2 27 30 2.2 33-0 0 40-M a1-0-0 3.8.2 3-8-2 3-0 2 2.9.14 2.9.14 740 ' I Scale = 168 4 2x4 II 08 = 7xi2 = 2x4 II 5xS = Sx6 18 1ox10 = 08 = 7x8 = lox10 = 8xio = 7x8 = 4x8 = 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.96 Vert(LL) -0.25 19 >999 240 MT20 244/190 TCOL 100 Lumber DOL 1 25 BC 0 93 Vert(CT) -0.48 17-19 >678 180 BCLL 0.0 Rep Stress Ina NO WB 0.89 Horz(CT) 009 16 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-MR Wind(LL) 028 19 >999 360 Weight: 236 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing direly applied. 3.8,8-12: 2x6 SP No.1 O BOT CHORD Structural wood sheathing directly applied or 4-2-4 oc bracing BOT CHORD 2x6 SP No.1 *Except* WEBS 1 Row at midpt 9-16 15-18.18-20: 2x6 SP No 2 WEBS 2x4 SP No.3 'Except' 6-19,6-17,9-17,9-16: 2x4 SP No 2 REACTIONS. (lb/size) 2=1829/0.7-8, 16=4765/0-7-8, 13=77/0.7-8 Max Horz 2=52(LC 12) Max Uplift 2=743(LC 4), 16=2133(LC 5). 13=198(LC 7) Max Grav 2=1837(LC 19). 16=4832(LC 17), 13=102(LC 20) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4878/1993. 3-4=-4594/1925, 4-5=5086/2105, 5-6=5086/2105, 6-7=2170/823. 7-9=2170/823, 9.10=-2015/4826, 10-11=2015/4826, 11-12=257/1084, 12-13=30111161 BOT CHORD 2-20=184914657. 19. 20=2073/5139, 17-19=1639/4029, 16-17=1039/483, 15-16=2732/1100, 13.15= 1078/319 WEBS 3-20=158/790, 4- 20=788/349, 5-19=-433/285, 6.19=458/1310. 6-17=2214/1036, 7-17=-461/309,9-17= 1411/3670,9-16=-4361/1898,10.16=668/390,11-16=2639/1285, 11-15=1099/2396, 12-15= 1195/580 V n 4 v_• A d NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vud= 140mph (3-second gust) Vasd=108mph; TCOL=4.2psf, BCDL=3.Opsf, h=15ft: Cat. 11; Exp 8; Encl., This item has been GCpi=0. 18: MWFRS (envelope) gableendzone; porch right exposed; Lumber OOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. sealed by Lee, Julius, PE 5) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide using a Digital Signature. will fit between the bottom chordandanyothermembers. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=1b) Printed copies of this 2=743. 16=2133, 13=198 document are not considered 7) Girder carries hip end with 7-0-0 end setback. signed and sealed and the 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 560 lb down and 266 lb up at signature must be verified 33.0-0, and 560 lb down and 266 lb up at 7-0-0 on lop chord. The design/selection of such connection device(s) is the on any electronic copies. n a y electronic responsibility ofothers. 9) In theLOADCASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). PE 889art MIT9kUSA, Inc.. 8834 LOAD CASE(S) Standard 6904 Parka East Blvd Tampa FL 33610 cab: April 6,2018 WARNING - verify dq! 9r Parameters and READ NOTES ON TN1S AND INCLUDED aa7EK REFERENCE PAGE dOF7173 rev. /tY031Z015 BEFORE USE. Design valid for use Only with Wake cennecWs. This design is based only upon parameters shown, and is for an individual bmldmg component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall buildup design. Bracing indicated is to prevent buckling of mdrvidwl truss web and/or cord members only. Additional temporary and permanent bracing MiTek• is always required for stability andtopreventce6apsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingmafabrication, storage, delivery, erection and We" of trusses and truss systems, we ANSIrrPII Quality CAtans, OSS49 and SCSI Sullding Component Sat" Information available from Truss PlateInstitute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 6904 pantie Fast Blvd. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382&TRAY T13712211 PS02382A Al HIP 1 1 Job Reference tonal Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 1147 50 2018 Pape 2 ID4X0(OoTTPdL?G6jOkGU6m6y3nnf-pxOMT TNlf UrXletcwxTJbCNH3iJ010POIzJIzTS17 LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-3=-W, 3.12=126(F=66), 12-14=60, 2-13=42(F=22) Concentrated Loads (lb) Vert: 3=385(F) 12=385(F) A WARNING • Verity design parametem and READ NOTES ON 710S AND INCLUDED MTEK REFERENCE PAGE 01.7473 rev. 10,,02f201S BEFORE USE. Oespn valid (w use only, with MTakS connectors. This design is based only upon parameters shown, and 13 for an individual building component, not a truss system. Before use, the building designer must cony the applicability of design parameters and property incorporate this design into the overall building design. Bm" indicated is to prevent buckling of individual cost wee and%or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Crtterla, OSS49 and SCSI Bultding Component 6904 Parka East Sm. Sally Information available from Truss Plato Institute, 218 N Lee Street, Suds 312. Alexandria. VA 22314. Tampa, FL 386110 Job Truss Truss Type pry IPty Park Sq/ PEMBROKE 2382&TRAY T13712212 PS02382A A2 HIP 1 1 L Job Reference (optional Mid-Flonda Lumber, Bartow. FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fn Apr 6 11:47:51 2018 Page 1 10:4XOfQoTTPdL?G6iOkGU6m6y3nnf-H7mkhKU?3z6LThlgRKRA?X7ROhQd2ZhAe4VXrSzTS16 100 4-10-11 t 9-0-0 12-7-12 { 17.8.9 + 22-5.7 1 2744 ) 31-0.0 { 35.1.2 40.00 41-0-0 1(LO 4.10.14 4-1-2 37.12 4-10-13 4-10-13 4-10.13 3-7-12 4-1.2 4-10-14 1-0-0 4 00 12 5x8 = 1 5x4 I I 5x5 = 4 5 8 3x8 = 1.50 II 5x8 = 7 8 9 Swale - 1.60.7 19 18 17 t8 15 14 13 3x4 = 3x8 = 3x4 = 34 _ 1 5x4 II 6x8 - 3x4 = 34 LOADING (psi) SPACING- 2.0-0 CSI. OEFL. in (loc) Wen L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.69 Vert(LL) 0 16 19-22 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 125 BC 0 88 Ven(CT) 0.36 19-22 >907 180 BCLL 0.0 Rep Stress Ina NO we 0.50 Horz(CT) 0.05 14 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Wind(LL) 0.13 18 >999 360 Weight: 198 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing direly applied or 3-6-2 oc puriins. BOT CHORD 20 SIP No.2 BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing WEBS Zx4 SP No 3 WEBS 1 Row at midpi 7.14 REACTIONS. (lb/size) 2=967/0.7.8, 14=2193/0.7-8, 11=160/0.7-8 Max Horz 2=65(LC 10) Max UplrR 2=397(LC 6), 14=787(LC 7), 11-143(LC 11) Max Grav 2=981(LC 21). 14=2193(LC 1). 11=202(LC 22) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2263f%l, 3-4=1833f742, 4-5=1742/749, 5-0=1742/749, 6-7=1299/551, 7-8=593/1642, 8.9=593/1642, 9-10=327/861. 10.11=201/645 BOT CHORD 2-19--835/2132, 18-19=587/1712, 17-18=-445/1326. 13.14=798/404, 11-13=583/220 WEBS 3-19=463/293, 4-19=-60/386, 5-18=258/149, 6-18=218/519. 6.17=583/307, 7-17=526/1310, 7-14=2053/820, 8-14=292/164, 9-14=11961474, 9-13=66/397, 10-13=534/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7.10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15R; Cat 11; Exp B; Encl., GCpi=O 18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 34-0 tall by 2-" wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2=397. 14=787. 11=143 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 NhIsk USA, Inc. FL Cart 8834 904 Padu East BlvQ Tampa FL 33810 Date: April 6,2018 0 WARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED MrEK REFERENCE PAGE MJ-7472 rev. IOdO3 MS BEFORE USE. Design valid for use only with MlTakm Connectors. This design is based only upon parameters drown, and rs ter an individual budding component, not a truss System Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall Duiding detign Bracing indicated IS to prevent buckling of individual truss web and/or chord members only Additional temporary and penitential bracing MiTek- is always required for Stability and to prevent collapsewith possible personal injury and property damage For general guidance m9ang the fabrication. Storage, delivery, erection and bracing of trusses and truss Systems, see ANSVTPII Quality CrItatie, OSS419 and BCSI Building Component Sa" Information available item Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. 6904 Parke East Bivo. Tampa. FL 36810 Job Truss Truss Type Oy Ply Park Sq/ PEMBROKE 2382E-TRAY T13712213 PS02382A A3 HIP 1 1 Job Reference oDonal MId- Florida Lumber, Bartow, FL. b.iju s Mar 11 Luib Mi laic Industries, Inc. Fn Apr b I i:4i,:*z zu1b rage 1 10: 4XOfOoTTPdL?G6jOkGU6m6y3nnf-IKK6ugsU1e-g2. GEC5rtl_ 1yPYkgasn5tnom14IYJskE4NezoTSo15 29-0 I 34.12 aloio04s11o14 1s6-0- 9 4.00125x8 = 30 = 1. 50 II 5x6 = 4 5 6 7 Seale - 168 7 17 16 15 14 13 12 11 3x6 = 1. 50 11 3x4 = 3x4 = 5x6 MT20HS = 3x6 = 3x4 = t.Sx4 11 US = LOADING (pso TCLL 20.0 TCOL 100 SCLL 00 BCOL 100 SPACING- 2- 0-0 Plate Grip DOL 1.26 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/ TPI2014 CSI. TC 077 BC 0.82 WB 0.40 Matrix -MR DEFL. Vert(LL) Vert( CT) Horz( CT) Wind(LL) in (loc) Udell Ud 0.45 13.15 >999 240 0.92 13-15 >524 180 0.21 9 n/a n/ a 0.48 13-15 >999 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight. 195 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc puritns. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing direly applied or 4-11.4 oc bracing. WEBS 20 SP No 3 REACTIONS. ( lWsize) 2=1660/0-7. 8, 9=1660/0-7-8 Max Horz 2=78(LC 10) Max Uplift 2=636(LC 6), 9=636(LC 7) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4327/1786. 3-4=3719/1561, 4-5=-4271/1824, "=-4269/1823, 6-7=-4269/1823, 7-8=3719/1562.8-9=- 4327/1786 BOT CHORD 2-17=-1608/4062, 16-17=1608/4062. 15-16=1313/3498, 13-15=1616/4271, 12-13=1313/3499, 11-12= 1608/4062.9-11=1608/4062 WEBS 4-16=-85/401, 7- 12=-85/402, 5-15=-426/244, 6.13=368/222, 3-16=623/319, 4-15=396/1037, 7-13= 394/1034. 8-12=622/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vint= 140mph (3-second gust) Vasd-108mph, TCDL=4 2psf; BCOL=3.Opsf; h=15R; Cat. II; Exp B. Encl , GCpt=O.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 6) ' This truss has been designedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-"(all by 2-0-0 wide will fit between the bottom chord and any other members. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed by Lee, Julius, PE 2=636, 9=636. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius La PE No. U819 Wait USA, Inc. FL Cart U34 6904 Parb East Blv& Tampa FL 33610 Oats: April 6,2018 0 WARNING . Vat* design, parameters and READ NOTES ON TNIS AND INCLUDED AOTEK REFERENCE PAGE AOLI473 rev. fO 2rMS aEFORE USE. Design valid tot use only with Wilk* connectors. This design is based only upon parameters shown, and is for an uWmdual building component, not a coos system Batas use. the budding designer must verify the applicability of design Parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chard momb irs only. Additional temporary and permanent bracing M iTek' is always required for Cabddy andtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality cmeda, OS049 and SCSI auditing component 6904 Parke Fast Blvd. Sally Information evadable ham Truss Plate Institute, 21S N Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Type oty Pry Park Sq/ PEMBROKE 2382E-TRAYTruss T13712214 PS02382A B1 GABLE 1 1 Job Reference optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 11.47 53 2018 Page 1 ID:fE llSoL4yGPugoUa 1 THt 1 py3oM_ OMU6?VGbaM3i?SOYTe5yDw5VJ5Wa 1 S50_ew4zTS 14 1-0 0 10.0-0 20-0-0 21-0 0 1-0 0 t 10-0.0 ; 10-0.0 11-0-0 1 Scale - 1.36.4 4x4 = 3x4 = 22 21 20 19 16 17 16 15 14 3x4 = 1 Sx4 II 1.5x4 II 1.5x4 II 1 5x4 11 5x5 v 1 5x4 II 1 50 II 1 5x4 II 1 5x4 II 20-0-0 20-0-0 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 13 n/r 180 TCDL 10.0 Lumber DOL 125 BC 005 Vert(CT) 0.00 13 n/r 80 BCLL 0.0 Rep Stress Ina NO WS 0.06 Horz(CT) 0.00 12 n/a n/a BCOL 10.0 Code FBC2017frPI2014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-". lb) - Max Horz 2=107(LC 11) Max Uplrft All uplift 100 lb or less at joint(s) 12, 2, 19, 20, 21, 22, 17. 16, 15. 14 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 18. 19. 20. 21. 22. 17, 16. 15. 14 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown PLATES GRIP MT20 244/190 Weight: 101 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins. Structural wood sheathing directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been Considered for this design 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; End, GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces 3 MWFRS for reactions shown; Lumber OOL=1.25 plate grip DOL=1 25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 2, 19, 20, 21, 22, 17. 16. 15, 14. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements This Item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Los PE No. 34669 6llisk USA, Inc. FL Cart 6631 6904 Parks East BNB Tampa FL 33410 Oats: April 6,2018 AwARNINO - verif y dewari panimenrs and READ NOTES ON Ties AND INCLUDED aOfEK REFERENCE PAGE 411E7473 rev. taO Mt6 BEFORE USE. Design valid for use only with MiTek® connecters This design is based only upon parameters shown, and is for an admdual building component, not a truss system Before use, cite budding designer must verify the applicability of design parameters and property in, rate this design rreo the overall bolding design Braeup indicated is to prevent budding of individual truss wee andfor chard members only Additional temporary and permanent bracing M iTek' a always required for stability, and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, OSS49 and SCSI Building Component Softly Information available from Tens Plate Institute, 216 N Lee Street. Suite 312, Alexandria, VA 22314. 6904 Parke East Bhd Tampa, FL 36610 Jo0 Truss Truss Type Oty, Ply PEMBROKE 2382E-TRAY 1ParkSq/ T13712215 PSO2382A 82 OUEENPOST 4 t Job Reference Lopponal) Mid -Florida Lumber, Bartow, FL. 12 O 8 130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 11:47 54 2018 Page 1 IDJEtjSoL4yGPugoUaITHIIpy3oM-hiSsJLWUMuUvrK8IP6S td9l?LUTTF ucK2iBSWzTS13 1-" ' Scale = 135 3 04 = 04 = 04 = Sx8 = 1ti 1_o 20_0-0 10.0.0 10-0-0 Plate offsets (xY_f6:0-".0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.45 Vert(LL) -0.15 6-8 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.75 Ven(CT) -0 31 6-8 >753 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.21 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FSC2017frP12014 Matnx-R Wind(LL) 004 2-8 >999 360 Weight: 89 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 9-11-14 oc bracing WEBS 20 SP No.3 REACTIONS. (lb/size) 6=854/0-7-8, 2=854/0.7-8 Max Horz 2=107(LC 11) Max Uplift 6=275(LC 11). 2=275(1-C 10) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1255/570, 3-4=957/443, 4-5=957/443, 5-6=1256/570 BOT CHORD 2-8=391/1068. 6-8-391/1069 WEBS 3-8=332/257, 4-8=182/561. 5-8=333/258 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=O.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1 25 plate grip DOL=1.25 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 6-275,2=275 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jurtus Lee PE No. U869 IWigk USA, Inc. FL Cart 6834 904 Parke East Blvd Tampa FL 33810 Dab: April 6,2018 O WARNING - verily design parameters; and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE a014473 ran. 14D212015 BEFORE USE. weess Design valid for use only with MiTeklb connectors This design is based only, upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must vent' the appl"bilay of design parameters and property moorpofate this design into the overall bolding design 9rwmg ardcated is toPraveld buCldulg of aervidual truss web andlor Chord members only. Additional temporary are permanent Memo Mire kisalwaysrequitedforaapossibleyand10preventCollapsewithpossepersonalinjuryandpropertydamageForgeneralguidanceregardingthe f ttInCation, storage, delivery, araCten and bracing of trusses and truss systems, see ANSVIPII Ouslity Crftda, OSB49 and SCSI Building Component 6904 Parke East Blvd, Safety Information evadable from Tens Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type I Oy Ply Park Sq/ PEMBROKE 2382E-TRAY T13712216 PS02382A 83 OUEENPOST 2 1 Lumber, Bartow, FL. 5.3-3 ID:fE1 10.40 4$12 4x4 = 3 8 130 s Mar 11 2018 MTek Industries, Inc. Fn Apr 6 11 47.55 2018 Page 1 yGPugoUalTHtlpy3oM_ 9vOFWhXW7Bdnyloog9MANIAglpd__R71YTk_zzTS12 14-8-12 20-0-0 21-0-0 4$12 5.3-4 1-0.0 Scala = 135 2 4x4 = US = 5ae = LOADING (psf) SPACING- 2." CSI. OEFL. in loc) VdeB L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 015 5-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.32 1-7 738 180 BCLL 0.0 Rep Stress Ina NO WB 0 21 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wind(LL) 0.06 1-7 999 360 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No 1 WEBS 20 SP No 3 REACTIONS. ( lb/size) 5=856/0-7-8, 1=772/0-7-8 Max Horz 1=115(LC11) Max Uplift 5-276(LC 11), 1=235(LC 10) FORCES. ( lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-1268/588, 2-3=964/453, 3-4=964/452, 4-5=12621579 BOT CHORD 1-7=411/1083, 5-7=39911074 WEBS 2-7=343/271, 3-7=193/564, 4-7=333/257 PLATES GRIP MT20 244/190 Weight 88 Ili FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc puritns. BOT CHORD Structural wood sheathing directly applied or 9-7-14 oc bracing. NOTES- ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCDL=3.Opsf; h=15ft; Cat. II; Exp B; End., GCpt= 0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.25 plate grip DOL=1.25 3) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 5= 276, 1=235. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. a This Item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 MTek USA, Inc. FL Cart 6634 4904 Parlu East Blvd. Tampa FL 33610 Data: April 6,2018 AWARN/ NO • Verify design paramerara and READ NOTES ON IMS AND INCLUDED aOTEK REFERENCE PAGE ebF7473 nv. IdDLterS BEFORE USE. Design valid for use only with lATakm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must venfy the applicability of design parameters and property incorporate this design into me overall btalding design Bracing indicated is to prevent buckling of individual truss wab andior Chord members only Additional temporary and permanent bracing MiTek• isalwaysrequiredforstabddy, and to prevent collapse with possale personal injury and property damage For ganerai gulden regardbq the fabrication, storage, delivery, erection and bracing of trusses and truss systems, We ANSVTP11 Quality CrlbAa, OSS42 and BCS1 Building Component Safely Information available from Truss Plate Institute, 218 N. Lea Street, Sure 312. Alexandria, VA 22314. 6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type oty Ply Perk Sq/ PEMBROKE 238213-TRAY T13712217 PS02382A 84 HOWE 1 1 Job Reference (opbonel Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 11:47:56 2018 Page 1 ID:7Ob5f8LilaXISy2mbBo7a "Lz-e5adk 1 YBuMe2SAoDt1 LiatNUi8zilmvnMCIXPzTS 11 6.7.8 1 10-0-0 I 13 4-8 16.50 20-0-0 17-0 3-0.8 3-4-8 3 4-0 3-0-8 3.7.0 1 a 4x4 = 7x8 = 7xa = 74 = - ai-e +oao + 2t139-0 a7-A a a -A LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Weill Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 004 9 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 017 10 999 180 BCLL 0. 0 Rep Stress Ina NO WB 0.83 Horz(CT) 005 7 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matnx-R Wind(LL) 003 10 999 360 Scale - 134 6 PLATES GRIP MT20 244/ 190 Weight: 119 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing direly applied or 3-0.9 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Structural wood sheathing direly applied or 10-0.0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (Ib/ size) 1=1752/0-7-8, 7=1266/0-7-0 Max Horz I=96(LC 9) Max Uplift I=237(LC 8). 7=237(LC 9) FORCES. (lb) - Max Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3391/428, 2-3=32811355. 3-4=1967/307, 4-5=1968/307, 5-6=2267/356, 6-7= 2396/429 BOT CHORD 1-10--429/2950, 9.10=299/2911, 8-9=211/1996. 7-8=334/2076 WEBS 4- 9=169/1533, 5-9=379/185, 5-8=33/258, 3-9=1652/185, 3-10=32/1582 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCOL-3 Opsf; h=15ft: Cat. II, Exp B. Encl.. GCpi=O. 18; MWFRS (envelope) gable end zone; Lumber OOL=1 25 plate grip DOL=1.25 3) Concentrated loads from layout are not present in Load Case(s): #3 Dead + Uninhabitable Attic Without Storage. 44 Dead + 0.6 MWFRS Wind ( Pos. Internal) Left, #5 Dead + 0.6 MWFRS Wind (Pos. Internal) Right; #6 Dead + 0.6 MWFRS Wind (Neg. Internal) Left; #7 Dead + 0.6 MWFRS Wind (Neg. Internal) Right; #8 Dead + 0 6 MWFRS Wind (Pos. Internal) 1 st Parallel; 99 Dead + 0 6 MWFRS Wind ( Pos. Internal) 2nd Parallel; 910 Dead + 0 6 MWFRS Wind (Pos Internal) 3rd Parallel, 011 Dead +0.6 MWFRS Wind Pos. Internal) 4th Parallel; #12 Dead + 0 6 MWFRS Wind (Neg. internal) 1st Parallel; #13 Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel; 018 Dead + 0 75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left); #19 Dead + 0.75 Roof Live (bal ) + 0.75(0 6 MWFRS Wind ( Neg. Int) Right); #20 Dead + 0 75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Intl 1st Parallel); #21 Dead + 0 75 Roof Live ( bal.) + 0.75(0.6 MWFRS Wind (Neg Int) 2nd Parallel). 4) This truss has been designed for a 10.0 psf bottom chop] live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 1=237, 7=237. 7) Girder carries tie-in span(s): 2-8-0 from 6.5.12 to 1344 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1543 lb down at 6-7-0, and 147 lb down at 13-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 10) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE( S) Standard This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Julius Let PE No. 31669 MiTsk USA, Inc. FL Cart UU 6904 Parb East 814 Tampa FL 33910 Dab: April 6, 2018 QWARNING • v dry design parameaws and READ NOTES ON DO$ AND INCLUDED aBTEK REFERENCE PAGE aa1-7473 nv. /6QV20/S BEFORE USE. wwww Oeergn valid for use only with MTakS connector This design is based only upon parameters Yawn, and is for an individual building component, not 1 a trusssystem. Before use, the budding designer must verity the appbcabdey of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing WOW is alwaysrequitedforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and toes systems, sea ANSUMI Quality Criteria. OSS49 and SCSI Building Component 6904 Padre East Blvd Safely Information available from Truss Plate Instdute, 218 N Lee Street, Suds 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382E-TRAY T13712217 PS02382A 84 HOWE 1 1 Job Reference Loptional) Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 112018 MITek Industries, Inc Fn Apr 6 11:47:56 2018 Page 2 10,70b5f8LijaXiSy2mbBo7a ly3oLz-eSadk IY8uMeZSAoDti LiarNUi8zjlmvnMCIXPzTS 11 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4-60, 4-7=-W, 1-10=20, 8-10=21(F=1), 7-8=20 Concentrated Loads (lb) Vert 8=33(F) 10=1429(F) WARNING • Verily deslgn paremet. and READ NOTES ON INS AND INCLUDEDWTEK REFERENCE PAGE a61.7472 rev. idr9NM16 BEFORE USE. Design valid for use only with k47ekm connectors. This design is eased only upon parameters shown, and is for an indrMual building Component, not a truss system Before use, the budding designer must vent' the applicability o1 design parameters and property InCO porate thus design into the overslt building design Bracing indicated rid to prevent buoldmg of rramdual truss web and/or chord members oily. Additional temporary and permanent brae" MiTek' rs always required for etabdity and a prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, election and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building ComponentSa" Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 690e Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oy PlyPark Sq/ PEMBROKE 23828-TRAY T13712218 PS02382A C1 GABLE 1 1 Job Reference optional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 11:47:57 2018 Page 1 ID:7Ob5f8LIjaXISy2mbBo7aty3oLz-6H8?xNYmeptVBd naYaFoNXC6ezSN1200yr3rzTS10 1-0 0 4-10-0 9-" 10-" I 4.10-0 4-10-0 1.0.0 4x6 = 8 4x8 = 6 1.5x4 II 1.5x4 II a-16-0 9$-0 d.1M 4.1M LOADING (psf) SPACING- 2 0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.01 6 7 999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.02 6.7 999 180 BCLL 0.0 Rep Stress Incr NO WB 008 Horz(CT) 000 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R Wind(LL) 0.00 7 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 8=444/0.3-8, 6=444/0-3-8 Max Horz 8=88(LC 8) Max Uplift 8=208(1-C 10), 6=208(LC 11) FORCES. (I)) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=379/293, 31=379/293, 2-0=3951360, 4-6=395/360 Scale = 124 8 PLATES GRIP MT20 244/190 Weight: 60 lb FT is 0% Structural wood sheathing direly applied or 6-0-0 oc purlms, except end verticals. Structural wood sheathing direly applied or 10-0.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15R; Cat If. Exp B; Part. Encl, GCpi-0.55; MWFRS (envelope) gable end zone and C-C Exterior(2) zone, end vertical left and right exposed,C-C for members and forces tT. MWFRS for reactions shown; Lumber DOL=1 25 plate gnp DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or Consult qualified building designer as per ANSIfrPI 1. 4) Gable studs spaced at 2. )-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-0.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) except (lt=1b) 8=208, 6=208. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lae PE No. U889 Wall USA, Inc. FL Cart 6U4 204 Parlu East Blvd. Tampa FL 33610 Dab: April 6,2018 QWARNING • VMy design panrlieM and READ NOTES ON T 8S AND INCLUDED MTEK REFERENCE PAGE AatiTQ>t ray. 1401,2015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters thorn• and is for an mdmdual budding component. rot a truss system Before use, the building designer must verify the applicability of design parameters and pmpedy mcorporsta this design into the overall building design Bracing mdcat% rs to prevent bucldalp of individual truss web andmn chord members only. Additional temporary and permanent bracing MiTek' a always requved for stability and to prevent collapse with possdxe personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erachan and bracing of trusses and truss systems. sea ANSVTPII Quality Criteria. OSBa1 and SCSI Building Component 6904 Perko East Blvd So" Information available from Truss Plate Institute, 218 N. Lae Street, Suite 31 Z AloyAndna• VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/ PEMBROKE 23828-TRAY T13712219 PS02382A C2 KINGPOST 3 1 Job Reference (optional Mid-Flonda Lumber, Bartow, FL. 4-10.0 8.130 s Mar 112018 MiTek Industries, Inc Fn Apr 6 11 47.58 2018 Page 1 v2mbBo7aiv3oLz•aUiN9i20P6?MomKBLl3oo?wiW CBa')CFohObHzTS1) 4-10-0 Scale = 1:24.0 4x6 = 8 4x8 = 6 1 5x4 11 1 SA 11 4.10--0 4.10.0 18$_0 4-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) UdeO L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.41 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 018 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 008 Horz(CT) 000 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R Wind(L-) 0.00 7 >999 360 Weight: 55 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 8=444/0.3-8, 6=444/0.3.8 Max Horz 8=88(LC 8) Max Uplift 8=208(LC 10). 6=208(LC 11) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=379/293, 3-4=379/293, 2-8=395/360, 4-6=395/360 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15R, Cat. II; Exp B; Part. Encl. GCpi=O 55; MWFRS (envelope) gable end zone and C-C Extenor(2) zone; end vertical left and right exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.25 plate gnp OOL=1.25 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will root between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 8=208,6=208. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Julius Lot PE No. U899 Wait USA, Inc. FL Cert 6934 9904 Patb East Blvd. Tampa FL 33610 DO: April 6,2018 AWARNING • Vady design parameters and READ NOTES ON TF6S AND INCLUDED MREK REFERENCE PAGE a01•7473 m. 10N31ZOfS BEFORE USE Design valid for use only with MiTebA connectors. This design is based only upon parameters shorn, and is for an individual building component, riot• a truss system Before use, the building designer must verity me applicability of design parameters and properly incorporate this design into the overall bulding design Bracing indicated is to prevent budding or individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always (squired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding ma rabncation, storage, delivery, erection and bracing of trusses and truss "atria, see ANSIRPI7 OualltV CAtada, OSS49 and SCSI Building Component 6904 Parke East Blvd Softly Information available from Truss Plate Institute, 218 N. I." Street, Suite 312. Alexandria, VA 22314. Tampa, Ft. 36610 Job Truss Truss Type Oty Ply PEMBROKE 2382B•TRAY IParkSq/ T13712220 PS02382A CJ1 JACK 8 1 Job Reference o Gonal Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Apr 6 11 47:59 2018 Page 1 ID V6io2pWMfYla72S?PO2pOy3nnc-2gFIM3a1AO700wvMRa2KDTxlvM8wISLTKRy7kzTSt_ 1." 1-0-0 Seale = 17.0 20 = LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.07 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.01 Vert(CT) -0.00 7 >959 180 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FSC2017frPI2014 Matnx-MP Wtnd(LL) -0.00 5 >999 360 Weight 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-" oc bracing. REACTIONS. (Ib/size) 3--10/Mechanical, 2=130/0-7-8, 4=0/Mechanical Max Horz 2=41(LC 10) Max Uplift 3=7(LC 10), 2=58(LC 10) Max Grav 3=10(LC 17),2=130(LC 1).4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vutt=140mph (3-seoond gust) Vasd=108mph; TCOL-4 2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpt=O.IS; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber OOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-841 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius La PE No. $4869 Well: USA, Inc. FL Cod 04 6904 Parlu East Blvd. Tampa FL 33810 Oats: April 6,2018 0 wARNING - vww dwfgn panmesers and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE AC 7473 rev. 1M13120rS BEFORE USE. Design valid for use only with MiTekO connectors This design is based only upon parameters shorn, and is for an indrAdual balding component, not a truss system Barone use, the butlarng designer must verity the applicability of design parameters and property incorporate this design into the overall budding design Brar:ag indicated is to prsvefit buckling of individual truss web and/or Chord members only. Adderonal temporary and permanent bracing M iTek' is always required for smoday and to prevent collapse we possible personal injury and property damage. For general guidance regarding the fabrtCatron, storage, delivery, axiron and bracing of trusses and truss systems, ace ANSIrrPI1 Quality Crkerta, OSS49 and SCSI Building Component 8904 Parke East Blvd safety Infomeaon available from Truss Plate Institute, 218 N Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq/ PEMBROKE 2382E-TRAY T13712221 PS02382A CJ3 JACK 8 1 Job Reference Lptional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 11:47:59 2018 Page 1 ID:zIFAF9X TrrRIj18z522xyy3nnb-2gFIM3atAO7D0wvNv7a2KDTxgvLAvASLTKRy7kzTS1_ 1-0-0 3" 1 0 0 3." Scale. 1"=V 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Gnp DOL 1.25 TC 0.09 Vert(LL) 0.00 4-7 999 240 TCDL 10.0NO Lumber DOL 1.25 BC 0.07 Vert(CT) 0.01 4-7 999 180 SCLL Rep Stress Ina YES WB 000 Horz(CT) 0.00 3 n/a We BCDL 10.0 Code FBC2017frP12014 Matrix -MP Whnd(LL) 0.00 4-7 999 360 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=71/Mechanical, 2-188/0-7$, 4=36/Mechanical Max Horz 2=85(LC 10) Max Uplift 3=52(LC 10), 2=64(LC 10), 4=-4(LC 10) Max Grav 3=71(LC 1), 2=188(LC 1). 4=52(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purllns. BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing NOTES- 1) Wind: ASCE 7-10, Vutt=140mph (3-second gust) Vesd=108mph; TCDL=4 2psf,, BCDL=3.Opsf; h=25ff; Cat. II; Exp B; Encl., GCpI=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurTent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Let PE No. U869 Well USA, Inc. FL Can WU 904 Patty East Blvd. Tampa FL 33610 Data: April 6,2018 O WARNING - Verily design parameters &W READ NOrES old THIS AND INCLUDED Mr7EK REFERENCE PAGE M $-7473 rev. 1603/20/5 BEFORE USE. Oesrgn valid for use only wait MUM Connector$ This design Is based only upon parameters shown, and is for an individual budding component, not truss system. Bef*M use, the budding designer must verity the applicability of design parameters and properly incorporate this design Into the overall Ourkling design. Bracing uakated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' rs aways required for stabday and to prevent Collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, areaon and bracing of trusses and toes systems, sae ANSUTPII Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd Sally Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Mexandna. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oy Ply Park Sq/ PEMBROKE 23828-TRAY T13712222 PS02382A CJS JACK 8 1 Job Reference (optional Mid-Flonda Lumber. Bartow, FL 8.130 s Mar 112018 MTek Industries, Inc Fn Apr 6 11 48.00 2018 Page 1 ID:zIFAF9X TrtRli18z5Z2xyy3nnb-WspBaPbtAF423UZS15HtO?2pJemfliUi AVFAzTSOz 1 0 0 5-0.0 11i0 5-0.0 2x4 = S enn LOADING (pso SPACING- 2-" CSI. DEFL. in loc) Vdefl L/d TCLL 20 0 Plate Grip OOL 1.25 TC 0.32 Vert(LL) 003 4-7 999 240 TCDL 10.0 lumber DOL 1.25 BC 0.24 Vert(CT) 006 4-7 989 180 BCLL 0. 0 ' Rep Stress Ina YES WB 0 00 Horz(CT) 000 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 004 4-7 999 360 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=128/Mechanical, 2=264/0.7-8, 4=64/Mechanical Max Horz 2= 130(LC 10) Max Uplift 3= 94(LC 10), 2=80(LC 10), 4=6(LC 10) Max Grav 3= 128(LC 1). 2=264(LC 1), 4=91(LC 3) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown Scale = 1 17 0 PLATES GRIP MT20 2441190 Weight: 18 Ill FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Structural wood sheathing directly applied or 104-0 oc bracing. NOTES- 1) Wind. ASCE 7-10; Vu@=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf: h=25ft; Cat. It: Exp 8: Encl.. GCpi=O 18, MWFRS (envelope) gable end zone and C-C Extenor(2) zone:C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Julius La PE No. U869 NiTet USA, Ina FL Cart00U 904 Padu East Blvd Tampa FL 33610 Dab: April 6,2018 AWARNING - Vdry design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11111.7473 ray. 1440IM1S BEFORE USE. Design valid for use only with MiTek® connector$. This design is based only upon paramelrs shown. and is fit an individual budding component. not a truss system. Salons use, the budding designer must vary the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and pamunent bracing Welk' u aluisys Zured forstabday, and to prevent Collapse with possible personal injury and property damage For general guidance ntgaraing Ns fabrication, storage, delivery, erection and bracing of innses and truss systems, see ANSVTPII Quality Cohorts. OSS49 and SCSI Subding Component 6904 Parke East 814 Sally Information available from Truss Plate Institute, 218 N Lee Street, Suds 312. Alexande, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq/ PEMBROKE 2382&TRAY T13712223 PS02382A D1 HIP 1 t Job Reference Lptanal Mid-Flonda Lumber, Bartow. FL. 06 = 8.130 s Mar 11 2018 MiTek Indu ID RUpYTVXCE9zHNtbOXp4HTAy3nna-_3NWhlbHi11 7-0-0 114-0 15&4 20-0-0 23-2 3-2.12 44-0 44-0 44-0 3.2 5x5 MT20HS = US MT20HS = 3x4 = 3x4 = 4 5 a 7 u 11 3x8 = 5x8 MT20HS = US = Inc. Fn Apr 6 11:48:01 2018 A.". Scale = 1.47 2 44 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina NO Code FBC2017/TPI2014 CSI. Tc 0.66 BC 0.94 WB 0.69 Matnx-MR DEFL. in (loc) I/den L/d Vert(LL) -024 12 >999 240 Vert( CT) -0.48 11-12 >678 180 Harz( CT) 0.16 9 n/a n/a Wind( LL) 0.28 12 >9W 360 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 134 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-9 oC purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 4-4-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=2302/0-3-8.9=2302/0-3-8 Max Horz 2=78(LC 12) Max Uplift 2=-868(LC 8), 9=868(LC 9) Max Grav 2=2357(LC 18), 9=2357(LC 17) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4659/1841, 3.4=4542/1848, 4-5=408211695, 5.6=4994/2080, 6-7=4082/1695, 7- 8=4542/1848, 8-9=4659/1841 BOT CHORD 2-13-1632/4213, 12-13=2052/5020, 11-12=2033/5001, 9.11=1587/4155 WEBS 4-13=268/1092, 5.13=1158/603, 6-11=1158/603. 7-11=268/1092 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10: VuK=140mph (3-second gust) Vasd=108mph, TCOL=4.2psf; BCDL=3 Opsf; h=25ft, Cat II; Exp B; End., GCpi= 0.18, MWFRS (envelope) gable end zone; Lumber DOL=1 60 plate grip OOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless other-nse indicated 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (l<=lb) This item has been 2= 868, 9=868 electronically signed and 8) Girder carries hip end with 7-0.0 end setback. by Lee, UII 9) Hanger(s) or other connection device(s) shall be provided sufficient to supportsealed concentratedload(s) 590 Ili down and 306 Ili up at using a Digital Signature. 20-". and 590 lb down and 306 lb up at 7-0.0 on lop chord The design/selection of such connection device(s) is the Printed copies of this presponsibilityofothers10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). document are not considered signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1.25 on any electronic copies. UniformLoads (plf) Vert 14=60, 4-7=131(F=71), 7-10=60, 14-17=44(F=24) Julius to PE No. 34669 Concentrated Loads (lb) MiTek USA, Inc. FL Cart 68U Vert: 4-385(F) 7=385(F) 6904 Parlu East Blvd. Tampa FL 33610 OaG: April 6,2018 0 WARNING - VadfV design P-001irs and READ NOTES ON THIS AND INCLUDED AITTEK REFERENCE PAGE 1110-7473 ran. 10AUIMS BEFORE USE. Design valid for use only with MiTekm connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or Chord members only Additional temporary and permanent bracing Welk' isalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Cefteds, OSS49 and BCSi Building Component SafetyInformationavailableItemTrussPlateinstitute, 218 N Lae Street, Suite 31Z Alexandna. VA 223m 004 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type oy Ply Park Sq/ PEMBROKE 23828-TRAY T13712224 PS02382A D2 HIP 1 1 Job Reference (potionall Mid -Florida Lumber, Bartow, FL. 4-9.4 4.2-12 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:48:02 2018 Sx5 = 1 5x4 II 5x5 = Score = 1:47.2 30 = 3x4 = 5xe = 3x4 = 3x4 = r 7-0 a 13$0 t9 tt-12 27 7-0.4 65-12 6 5 12 7-0-4 Plate Offsets (XY)— 14:0.2-8.0-2-41,16 a2-8.0-2-Aj11.0-4-0.0.3-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 030 Vert(LL) -0.09 11 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 064 Vert(CT) -0.18 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Wind(LL) 0.07 11 >999 360 Weight: 135 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 3-10-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 74-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1140/0.3.8, 8=1140/0.3-8 Max Horz 2=97(LC 11) Max Uplift 2=317(1.0 10), 8=317(LC 11) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2004/857, 3-4=1822/804, 4-5=1626/771, 5-6=1626/771, 6-7=18221804. 7-0=2004/856 BOT CHORD 2-12=-658/1761, 11-12=-450/1433, 10.11=-450/1433, 8-10-668/1761 WEBS 3-12=265/221, 4-12=130/391, 4-11=134/372, 5-11=278/173, 6-11=135/372, 6-10=130/391, 7-10=265/221 NOTES- 1) Unbalanced roof live bads have been considered for this design 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCOL=3.Opsf; h=25ft; Cat. II, Fxcp B. End., GCpt=O.18, MWFRS (envelope) gable end zone and C-C Fxderior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.)-0 wide will rd between the bottom chord and any other members. This Item has been6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 2=317, 8=317. electronically Signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius La PE No. U869 Welt USA, Inc. FL Cott NU 904 Para East 81vd. Tampa FL 33610 Dal: April 6,2018 0 WARNING - Vw* design parameters end READ NOTES ON T/aS AND INCLUDED df7rEK REFERENCE PAGE 1101-7473 rev. I&VVM/S BEFORE USE. wiewe Design valid for use anti with MTeki Connector$ This design is based only upon parameters drown, and is for an individual budding Component, not a truss system Before use, the budding designer must verify the applicability of design parameters and property mcdtpon ov this design into me overact buldrrg design. Braung indicated is to prevent buckling of individual truss web and/or Chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance rogarfgatha fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPIt Quality Cd aria, OS849 and BCSI Building Component 6904 Parke Fast BWd safety Information available tram Truss plate Instrtule, 218 N Lee Street. Suite 31Z Alexandria, VA 22314 Tempo, FL 36610 Job Truss Truss Type City Ply Park Sq/ PEMBROKE 2382E-TRAY T13712225 PS02382A 03 HIP 1 1 Job Reference iepttonal Mid-Flonda Lumber, Bartow, FL. 140 , 5.94 5.2.12 axe = 8 130 s Mar 11 2018 MTek industries, Inc. Fri Apr 6 11 48 03 2018 Page 1 ltbOXp4HTAy3nna-wRVGCOdXEfdevX088n_V3dZ8Wars11xOyP9F VzTSOw 04 = Seale = 147 2 1:7 lL lu V U4 = 1 5x4 II 3x4 = 30 — US = 1 5x4 II 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. OEFL. in (loe) Well Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.08 10-12 999 240 TCOL 10.0 Lumber OOL 1 25 BC 0.60 Vert(CT) 0.16 10-12 999 180 BCLL 0.0 Rep Stress Incr NO WB 037 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MR Wind(L-) 0.07 12 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1140/0-3.8, 7=1140/0-3.8 Max Horz 2=117(LC 11) Max Uplift 2=338(LC 10), 7=338(1-C 11) PLATES GRIP MT20 2441190 Weight: 139 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-13 of pur ins. BOT CHORO Structural wood sheathing directly applied or 7-3-12 oc bracing. FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1999/846. 3-4=1508/700, 4-5=1292/681, 5-6= 1509/700, 6-7=1999/846 BOT CHORD 2-13=635/1733, 12-13=635/1733, 10-12-369/1292, 9.10=635/1733, 7-9=635/1733 WEBS 4-12=115/384. 5-10=115/384. 3-12=513/307, 6-10=512/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuR=140mph (3-second gust) Vasa=108mph; TCOL=4 2psf, BCOL=3.Opsf; h=25R, Cat. It. Exp B; Encl., GCpt=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=338,7=338 la This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Las PE No. 34869 Well: USA, Inc. FL Cart 604 8604 Parb East Blvd. Tampa FL 33810 Oats. April 6,2018 0 WARNING - V wify design parameters, and READ NOTES ON TIOS AND INCLUDED WEEK REFERENCE PAGE AOI.7473 rev. 1603/Id/S BEFORE USE. Design valid for use only wdn MiTaNS, connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applrabdny of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of wMrvldual truss web and/or Chord members only Additional temporary and permanent bracing M iTek' a always required for stability and to prevent Colapse with possible personal merry and property damage. For general guidance regarding the fabrication, adage, delivery, erection and bracing of trusses and was systems, see ANSVrPI1 Quality CAterla, OSB-OO and SCSI Building Component Sally Information available from Trlas Plate Insidute, 218 N Lee Street. Suite 312. Alexandria, VA 22314 6904 Parka East Blvd. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY T13712226 PS02382A D4 HIP 1 1 Job Reference optional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fn Apr 6 11 48 04 2018 Page 1 ID RUpYTVXCE9zHNtbOXp4HTAy3nna•Pd3ePme9?ylVXhoKhYADIGAhBwvlbPV4dc8ioxzTSOv 1-0-0 6-94 13." 14-0.0 20.22-12 27-" 284}0 1-0 0 6-94 8.2.12 1-0 0 6-.12 6-94 1-0411 3x4 = 4x6 = 4X6 = 13 12 9 30 = 3x4 = 30 1.5x4 II 3x4 = Scale = 1 53 0 d la 6-94 f>4-0 0$ 8 6-" 644 LOADING (pso SPACING- 2-0.0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 200 Plate Grip COL. 1.25 TC 0.55 Vert(LL) 0.08 13-16 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1 25 BC 0.69 Vert(CT) 0.18 13-16 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 065 Horz(CT) 0.07 7 n/a We BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Wind(L-) 0.09 13-16 >999 360 Weight: 137 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-3-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1140/0.3-8, 7=1140/0-3.8 Max Horz 2=136(LC 10) Max Uplift 2=355(1.0 10). 7=355(1-C 11) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1954/841, 3-4=1361/659. 4-5=1135/655. 5-6=1351/659, 6-7=19541841 BOT CHORD 2-13=619/1684, 12-13=619/1684, 10-12=293/1135, 9-10=619/1684, 7-9=619/1684 WEBS 3-13=0/284. 6.9=0/284, 4-12=152/376. 5-1 O= 152/376. 3-12=-657/373, 6-10=657/373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10. Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4 2psf; BCDL=3 Opsf; h=25ft; Cat. II, Exp B. End., GCpi=O.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconartent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will rd between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=355, 7=355 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Les PE No. 34869 Mist USA, Inc. FL Con M4 6904 Parka, East Blvd. Tampa FL 33610 Dale: April 6,2018 WARNING • VeA and READ NOTES ON TNIS AND aOTEK REFERENCE PAGE Aal•TQ] rev. /aNL2015 BEFORE USE. 0 n dsalgn Par,n meters Oeaign valid for use Only with MTaltm Connector$ This design rs based only upon parameters shown, and is to( an individual building Component, not ding designs( must vent' the applicability of design parameters and property incorporate this design into the overallatrustsystemBeforeuse, the budding Wising daS acing indicated is to prevent buckling of individual truss web and/or card members only. Additional temporary and pentunent bracng M iTek' isalwaysrequiredforstabilityandfopreventcollapsesawithpodxapersonalinjuryandpropertydamageForgeneralguidancaregardingthe1mcatan, storage, dativery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, OSS419 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insidula, 218 N Ise Street, Slade 312. Mexandna. VA 22314 Tampa, Fl. 366 to Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382E-TRAY T13712227 PS023a2A E1 HIP 1 1 Job Reference (optional Mid -Florida Lumber, Bartow, FL 8 130 s Mar 112018 MTek Industries, Inc. Fn Apr 6 11 48.05 2018 Page 1 ID RUpYTVXcE9zHNtbOXp4HTAy3nna-tgdld6enmGtM8rNXFGhSaUttgKEHKuRDsGuGKNzTSOu 11-1-0 15 5-0 { 19 9-0 I 22.11.12 I 26.9-0 27.9-0I38432.12 44-0 4.4-0 44-0 3 2•t2 3-9-4 1 0-0 5x8 MT20HS = 6.00 F7 13 30 = 3x4 = 04 = 4 5 8 Scale a 1,456 06 = iV 34 = 3x9 = Sx5 = 3x6 = 1 6.9-0 16" 6-0 0 7-0-0 I Plate Offsets (X_Y)_I3:0.3-0.0.2-01 n 10 2 e.a3 aI LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gnp OOL 1.25 TC 0.51 Vert(LL) -0.17 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.35 10-11 >915 180 MT20HS 187/143 SCLL 00 Rep Stress Incr NO WB 0.54 Horz(CT) 0.12 8 n/a n/a BCOL 10.0 Code FBC2017frP12014 Matrix-R Wind(LL) 0.22 11 >999 360 Weight 132 lb FT = 0% LUMBER- 8RACING- TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc punins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 4-10-2 oc bracing WEBS 20 SP No 3 REACTIONS. (lb/size) 1=1705/Mechanlcal, 8=1708/0.3.8 Max Horz 1-55(LC 13) Max Uplift 1-725(LC 5), 8=715(1.0 9) Max Grav 1=1930(LC 18). 8=1909(LC 17) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3661/1480. 2-3=3690/1516, 3-4=3311/1389, 4-5=-4084/1707, 5-6=3373/1403, 6-7-3742/1537, 7-8=3729/1500 BOT CHORD 1-12=1301/3220, 11-12=1691/4055, 10-11=1696/4086, 8-10=1294/3285 WEBS 3-12=187f769, 4-12-939/462, 5-10=911/465, 6-1O=1891773 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: VuK=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; Cat. II, Exp B. Encl.. GCpi=0.18, MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.641 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections This item has been 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) except pat=lb) electronically signed and 1=725, 8=715. sealed by Lee, Julius, PE 9) Girder caries hip end with 7-0-0 right side setback, 6-6-0 left side setback, and 74)-0 end setback. using a Digital Signature. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 590 lb down and 306 lb up at printed IBS Of thisl'.O p204}0. and 548 lb down and 2841b up at 6-" on top chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the signature must be verified LOAD CASE(S) Standard on any electronic copies.1.251) Dead +Roof Live (balanced) Lumber Increase=l 25, Plate Increase= Julius Los PE No.31869UniformLoads (plf) Vert: 1-13=30, 3-13=101(F=71), 3-0=101(F=71), 6.9=30, 1.8=34(F=24) MTak USA, Inc. FL Cart $04 Concentrated Loads (Ib) 6904 Parb East Blvd Tampa FL 33810 Vert: 6=385(F) 13=358(F) Dace: April 6,2018 0 WARNING • Verify design parameters end READ NOTES ON THIS AND INCLUDED dOTEK REFERENCE PAGE 11614472 raw. 10,02RM5 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shorn, and is for an etdmdual building component, not a truss system. Before use, the building designer must vent' the apphcebddy of design parameters and property incorporate this design into the overall Oulding design Bracing indicated is to prevent budding of mdmoual truss web and/or chord members only Additional lemporary and permanent breang M iTek' is shveys required for stability and to prevent collapse with possible personal iryury and property damage For general guidance regarding the fabrication, storage, dehvery, election and bracing of tenses and truss systems, site ANSVMI1 Quality Criteria, OSS49 and SCSI Building Component Safety Information available from Truss Plate Institute. 216 N Lee Street, Suite 312. Alexandria, VA 22314 6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/ PEMBROKE 23828-TRAY T13712228 PS02382A E2 HIP 1 1 Job Reference 6onal Mld-FIOnOa Lumber. tlanow, 1-L. b.1Ju s Mar 11 zulb Mi lei( Industries, inc. Fn Apr b 11.4b ub zulb 4$4 4-2-12 4-" 4." 4-2-12 4-9-4 Scale - 1.45 7 5xS = I Sx4 11 Sx5 = 3 4 5 q 101x4 = 3x4 = Sx8 = 3x4 = 3x4 = 6:94 it3 3 0 i I j 6.94 6-5-12 6 -12 744 Plate Offsets x( .Y).- 11:0-04.0.0-141, j3 0.2-8.0-2-4),,t5.0-2-8.0-2 4),n'0-2-0.EdgeL(10:0-4-0.0.3-0I LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) I/de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -008 10 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.17 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Wind(LL) 0.07 10 >999 360 Weight' 1321b FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.10.11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-5-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lWsize) 1=1058/Mechanical, 7=1129/0-3.8 Max Horz 1=106(LC 11) Max Uplift 1=278(LC 10).7=317(LC 11) FORCES. ( lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1890/812, 2-3=1724f771, 3.4=1567/749, 4-5=1567/749, 5-6=1756/776, 6. 7=19501823 BOT CHORD 1-11=612/1619, 10-11= 428/1369, 9-10-431/1384. 7-9-625/1677 WEBS 3.11=114/344. 3-10=134/374, 4-10=273/172. 5-10=131/355, 5-9= 1181373 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph. TCDL=4 2psf; BCDL=3 Opsf; h=25ft, Cat. II; Exp B; Encl.. GCpi= 0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 244 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections This item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except iA=lb) 1= 278, 7=317. electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius La PE No. 34869 Walt USA, Inc. FL Cad NU 6904 Pane East Blvd. Tampa FL 33410 Data: April 6,2018 0 WARNING - Vadry design pararmars and READ NOTES ON THIS AND INCLUDED WYEK REFERENCE PAGE 11111167473 rev. 10AW IS BEFORE USE. Design valid for use only with MiTela® connectors This design is based only upon parsmaters shown, and is for an individual building component, not a truss system. Before use, the wilding designer must verify the applicability of design parameters and Property iocarporate this design into the overall wilding design Bracing indicated is to prevent welding of individual truss web and/or chord members only. Additional temporary and permanent brscing M iTek' aalwaysrequiredlotstabilityandtoPM"nt Collapse with possible personal injury and Property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and teas systems, See ANSVrpl1 Quality CAbsda, OSsd2 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 21a N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Oty Ply Park Sty PEMBROKE 23828-TRAYTruss T137t2229 PS02382A E3 HIP 1 1 Job Reference I tionel Nia-monaa Lumber, Llanow, I-L. 5-94 5-2-12 US = e 130 s Mar I 1 2018 MiTek Industries, Inc. Fri ID:000_irPrX6A1 ZpckOkOIH4y3oLu-pCkn2og211740$VWNhiwt 18-0 0 21-2-12 21 5 0 0 5-2-12 5 US = 4 61148 07 2018 Scale - 1: 46.5 3x4 = 12 tt 9 e 30 = 1.5x4 II 3x4 = 3x4 — 3xS = 1 SO II LOADING (psf) TCLL 20. 0 TCDL 10. 0 BCLL 00 ' SCOL 100 SPACING- 2- 0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/ TPI2014 CSI. TC 0. 52 BC 0. 64 WB 0. 36 MatruaR DEFL. in Vert(LL) - 0.08 Vert(CT) . 0.16 Horz(CT) 007 Wind(L-) 0.07 loc) I/ de8 L/d 11 >999 240 9-11 > 999 180 6 n/ a n/a 11 >999 360 PLATES GRIP MT20 244/ 190 Weight: 137111, FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-7 cc purlins. 80T CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-2-1 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 1=1068/Mechanical, 6-1139/0-3-8 Max Horz 1=125(LC 15) Max Uplift 1=304(LC 10), 6=339(1-C 11) FORCES. (lb) - Max. Comp./Max Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 1-2—l983/840, 2-3=1484/693, 34=1269/673, 4-5-1483/690, 5-6=1967/823 BOT CHORD 1-12=632/1698, 11-12=632/1698, 9-11=363/1270, 8.9=614/1682, 6-8=614/1682 WEBS 2- 11—SW/310, 3-11=1151375. 4-9=1111373, 5-9=-482/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp 8; Encl., GCpi=0. 18: MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.25 plate gnp DOL=1.25 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) This item has been 1=304, 6=339. electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Las PE No. 34889 Wall USA, Inc. FL Cart 6834 6904 Parlu East BNB Tampa FL 33610 Date: April 6, 2018 Q WARNING - verify design parameters end READ NorEs ON INS AND INCLUDED AMX REFERENCE PAGE MI-7473 nv. IM312015 BEFORE USE. Design valid for use only with WSW connectors. This design is based only upon parameters shown, and is for an indmdual buildup component, not a truss system. Before use, the budding designer must vent' me opp6ubddy of design parameters and property WArporote this design ciao the overall cim budding design Brangdreatedisto prevent buckling of individual truss web andror Chord members only. Additional temporary and permanent bracing WOW for stability andtopreventcosapsewithpossiblepersonalrryuryandpropertydamage. For general guidance regarding the fabrication.required fabrication, storage, delivery. Mellon and bracing of trusses and truss Systems, see ANSVTPII Quality CAIaAa, BSB49 and SCSI Building Component Salary Information available from Truss Plate Institute, 216 N Lee Street, Suite 312. Alexandria, VA 22314 6904 Parka East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Park Sq/ PEMBROKE 23628-TRAYly T13712230 PS02382A E4 HIP 1 1 Job Reference optional Mid -Florida Lumber, Bartow, FL. 4x8 = 4xa = 8.130 s Mar 11 2018 MTek Industries, Inc. Fn Apr 6 11:4a 08 2018 6.2.12 6-94 12 119 - a 3x4 — 1 5x4 It 3x4 = 1 Sx4 II 3x4 = 30 = 3x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d TCLL 20.0 Plate Grip OOL 1.25 TC 0.55 Vert(LL) 0.08 8-18 999 240 TCDL 10.0 Lumber DOL 1.25 Sc 0.68 Vert(CT) 0.17 8-18 999 180 BCLL NO ' Rep Stress Incr NO WB 0 65 Horz(CT) 0.07 6 n/a n/a BCOL 10.0 Code FBC2017rrP12014 Matrix -MR Wind(LL) 0.09 8-18 999 360 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/sae) 1=1069/Mechanical, 6=1131/0-3-8 Max Horz 1=149(LC11) Max Uplift 1=320(LC 10).6=354(LC 11) Scale = 1:52.4 la PLATES GRIP MT20 244/190 Weight: 135 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 7-3-15 oc bracing. FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=1884/820, 2-3=1331/653, 3-4=1119/650. 4-5=1333/654, 5-6=1934/835 BOT CHORD 1-12=597/1613, 11-12=597/1613, 9-11=288/1119. 8.9=613/1666, 6-8=-613/1666 WEBS 2-12=01260, 5.8=0/283, 3-11=1461363, 4-9=151/373. 2-11=602/354, 5-9=655/373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph, TCDL-4 2psf; BCDL=3 Opsf; h=25ft; Cat 11; Exp B; Encl.. GCpi=O 18. MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces dS MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will rn between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 1=320,6=354. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Las PE No. 34869 Wall USA, Inc. FL Cart NU 6904 partial East Blvd. Tampa FL 33810 Date: April 6,2018 0 WARNING • V&* design parameters and READ NOTES ON TMS AND INCLUDED MrEK REFERENCE PAGE 1101.1472 rev. 14OW2015 BEFORE USE. Design valid for use only waft Mfra k® connectors This design is based Only upon paramaters Shown, and is tot an indiwGual budding component, not a truss system. Before use, the budding designer must vary the applicability of design parameters and property ucorponda this design into the overall budding design Bra" is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' n alweys required for stability and to prevent collapse wrh possible personal injury and property damage. For general guidance regarodng the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, OSSa1 and SCSI Building Component 6904 Parke East SW Safety InfornaUon available from Truss Plate Insdute, 218 N. Lae Street. Suite 312, Alexandra, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Ply Park Sq/ PEMBROKE 23828-TRAY T13712231 PS02382A F1 FLOOR 3 1 Job Reference (apttonal Ntto-rionaa Lumber, uanow, rL. 0.1.8 Hf 19-1 I 32 131 8.130 S Mar 11 2013 MiTek Industries, Ine. Fn Apr 6 11:40:09 2018 Page 1 I D:JG33Jta6HOTIrUv9m19DdOy3nnW-IbsXSUilgVNodSglU6mOkKtSHxY5GddpnusUT9zTSOq i- 4x4 = 3x4 = 30 = 3x3 = 3x3 = 3x3 = 2 3 4 5 6 7 Scale = 1 46 6 34 = 34 FP = 3x4 = 3x4 = 04 = 4x6 = 8 9 10 11 12 13 30 29 28 27 26 2524 23 22 21 20 19 18 17 16 15 14 150 11 4x6 = 04 = 3x5 = 3x8 MT20HS FP = 3x6 II 2x8 11 2x6 11 3x6 11 3x6 11 3x5 = 4x4 = 4x6 = 3x3 II 3x4 = 34 = 3x8 11 3x3 = 3x4 = LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud TCLL 40.0 Plate Grip COL 1.00 TC 091 Vert(LL) -0.71 21-22 >453 360 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.98 21-22 >330 240 BCLL 0.0 Rep Stress Incr YES WB 0 79 Horz(CT) 0.12 14 n/a n/a BCOL 5.0 Code FBC2017rrP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No ID(8at)'Except' TOP CHORD 9-13. 2x4 SP No 1(Bat) BOT CHORD 20 SP No 10(flat) *Except* BOT CHORD 18-26. 2x4 SP No 2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 30=1185/0-7-8, 14=1185/0-3-8 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=1179/0, 13-14=117810, 1-2=1190/0. 2-3=3192/0, 3.4=-4701/0, 4-5=6056/0, 5.6=6713/0, 6-7=6922/0, 7-8=6724/0, 8-10=6075/0, 10.11=4733/0, 11-12=3236/0, 12-13=124310 BOT CHORD 28-29=0/2309, 27-28=0/4045, 25-27=0/5468, 23-25=0/6499, 22-23=0/6922, 21-22=0/6922, 20-21=0/6922, 19-20=0/6514, 17-19=0/5494, 16-17=0/4083, 15-16=0/2360 WEBS 1-29=0/1617, 2-29=1558/0, 2-28=0/1227, 3.28=1187/0, 3.27=0/912, 4-27=1065/0, 4-25=0l799, 5-25=600/0, 5-23=0/454, 6-23=653/222, 6-22=285/317, 1315=0/1655, 12-15-1553/0,12-16=0/1218,11-16-1177/0.11-17=0/904.10.17=1057/0, 10-19=0/790, 8-19=595/0, 8-20=0/450, 7-20=644/233, 7-21=291/312 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 158 lb FT = 0%F, 0%E Structural wood sheathing directly applied or 2-2-0 c c purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oil bracing, Except: 2-2-0 oc bracing 25-27.17-19. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius La PE No. 34869 MiTek USA, Inc. FL Cart NU 8804 Pads East Blvd. Tampa FL 33810 cab: April 6,2018 0 WARNINO - Verily design parameters and READ NOTES ON THIS AND INCLUDED AgrEK REFERENCE PAGE AOF7472 tev. 1003rM16 BEFORE USE. wews • Design valid for use only with MiTartaD connectors This design is bused ony, upon parameters shown, and is for an individual building component, not a truss system. Befote use, the building designer must vent' the appbrabday of design parameters and properly Incorporate thus design into the overall building design Bracing Indicated is to prevent bucrdtng of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWswaysrequiredforstabilityandtoptevemcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingma labnrabon, storage, delivery, erection and bracing of teases and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N Lea Street, Suite 312. Alexandria, VA 22314 6904 Parke East Blvd. Tampa, FL 38810 Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY T13712232 PS02382A F2 FLOOR 4 1 Job Reference Loptional MKI-Florkla Lumber, Bartow. FL. 0.1.8 H 3— 8.130 s Mar 11 ZOIB Milek mdustnes, Inc. Fn Apr B 11:48:13 Z010 Page 1 ID:QnWk7XR53jOlo 156V9QmMVy3oLs-eM6216pyuD63_3jxgKvA2DTYymCTPPhVghcwzTSOm Scale = 1:32.4 3x4 = 3x3 = 34 = 1x3 It 1x3 II 3x3 = 3x3 = 3x4 = 4x6 = 2 3 4 5 6 7 a a 10 1.5x4 II 4x8 = 3x4 = 313 = 3x3 = 3x3 = 3x3 = 3x4 = 08 = 3x3 II LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 058 Vert(LL) -0.31 15.16 >742 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Veri -0.42 15-16 >540 240 BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(CT) 0.07 11 n/a n/a BCDL so Code FBC2017/TPI2014 Matrix-R Weight. 101 Ili FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(1111at) TOP CHORD Structural wood sheathing directly applied or 54-9 oc purlins, BOT CHORD 2x4 SP No.t(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling direly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 20=1047/0-7-8, 11=1047/Mechanical FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=1041/0, 10-1 1=1041/0,1-2=1018/0, 2-3=2621/0, 3-4=3621/0. 4-5= 4102/0, 5-6=-4102J0, 6-7=-4102/0, 7-8=3640/0, 8-9-2654/0, 9-10=106310 BOT CHORD 18-19=0/1967, 17-18=0/3249, 16-17=0/3968, 15-16=0/4102, 14-15=0/3978, 13.14=0/3274, 12-13=0/2008 WEBS 10-12=0/1415, 1-19=011384, 9-12=1315/0, 2-19=1320/0, 9-13=0/898, 2-18=0/910, 8-13=-862/0, 3-18=-873/0, 8-14=0/509, 3.17=0/518, 7-14=471/0, 4-17=481/0, 7-15=184/485, 4-16=174/495 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0 131" X Y') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not enact truss backwards. 5) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements This Item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius La PE No. U869 Walt USA, Inc. FL GA Wit 6904 Parts East Blvd. Tampa FL 33610 090: April 6,2018 0 WAWIVG - Vat* design Parameters and READ NOTES ON TWS AND INCLUDED WTEK REFERENCE PAGE 61114473 rev. 10AMMIS BEFORE USE. Design acid for use only with MTelap camector$ This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must amT me applicability of design parameters and properly incorporeto this design into the overall building design. Bracing mdcm.d is toprevent bucding of individual cost web and/or chord members only Adeaional lemporary and permanem bracing Mire k' is always required tor atabaay and to proem collapse with possible personal injury, and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSI/TPN Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Sally Information addable from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type 0y Park Sq/ PEMBROKE 2382&TRAY IPly T13712233 PS02382A F3 FLOOR 5 1 Job Reference (optional) mla-monaa Lumcer, tsanow, t•L. 0.1-8 H 1 /-3-0 -I 8 13U S Mar 11 2010 MITek Industries, Inc. Pn Apr 6 11:48:14 2018 Page 1 10:oSdRWDb12hbaTeULKMgSADy3nnV-6ZfOWBIRe l G4iDZFHURNaPdyiNxwtYw9ZF8MzTSOI Scale, 3IB'=t' 3x4 = 34 = 34 = lx3 II lx3 II 34 = 34 = 3x4 = 4x6 = 2 3 4 5 6 7 8 9 30 1.Sx4 II 4x6 = 3x4 = 34 = 3x3 = 3x3 = 34 = 3x4 = 44 = 34 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.29 15 >786 360 MT20 244/190 TCOL 100 Lumber OOL 100 BC 0.73 Vert(CT) -0.39 15 >572 240 BCLL 0.0 Rep Stress Ina YES WB 066 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matnx-R Weight. 100 lb FT = 0%F, 096E LUMBER- BRACING - TOP CHORD 20 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purllns, BOT CHORD 2x4 SP No.t(flat) except end verticals WEBS 20 SP No 3(ftM) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1027/0.7-8, 11=1027/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=1020/0, 10-11 =1020/0,1-2=996/0, 2-3=2556/0, 3-4=3514/0, 4-5=3947/0, 5-6=3947/0, 6-7=3947/0. 7-8=353210, 8-9=2588/0, 9-10=1040/0 SOT CHORD 18-19=0/1 924,17-18=0/3163, 16-17=0/3840, 15-16=0/3947, 14-15=0/3850, 13-14=0/3187. 12-13=0/1964 WEBS 10-12=0/1384, 1-19=0/1353, 9-12=1285/0, 2-19=1291/0, 9-13=0/868, 2-18=0/880, 8-13=-832/0, 3-18=844/0, 8-14=0/480, 3-17=0/489, 7-14=442/0, 4-17=-452/0, 7-15=193/423, 4-16=184/432 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Las PE No. U869 MiTsk USA, Inc. FL Cart 66U 6904 Padu East Blvd. Tampa FL 33810 Date: April 6,2018 A WARNING - Verify design paremelws and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI.7473 rev. I&V3 2015 aEFORE USE. Design valid for use only with AArtakm connective This design is based only upon parameters sewn• and is for an individual building Component• not a truss system Before use. the budding designer must verity the applicability of design parameters and property WArpbrate Ws design lino the overall building design Bracing indicated is to prevent buckling of individual truss web andlor Chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• morage, delivery, erection and bracing of trusses and trust systems, sae ANSVTPI1 Quality Croatia. OSS49 and SCSI Building Component Sally Information available from Truss Pita Institute, 210 N Lee Street. Suite 31Z Alexandria. VA 22314 6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type oty Park Sq/ PEMBROKE 23828-TRAY IPty T13712234 PS02382A f4 FLOOR 3 1 Job Reference (_optional Mid-Flonda Lumber, Barlow, FL u.13U s Mar 11 zoia MI tax Industries, inc. Fn Apr 6 11'4a:15 2U7a Page 1 ID oSdRWDb12hbaTeULKMgSADy3nnV-alDoiXm3PL8xLN7SrMto b7UdMargMgigpJohozTSOk F 1-3-0 I 1-0-12 (),Is Scale - 1:34.4 44 1 40 = IX3 = 3x5 = 13 = 3x6 FP = 3x3 = tx3 II 3x3 = 34 = 3x3 = 3x5 = ba = 2 3 4 5 6 7 8 9 10 11 3,0 11 4x5 = 3x5 = 3x3 = 3x3 = tx3 II 3x3 = 34 = 3x8 MT20HS FP = 4y5 = 1 5x4 I I 1 5x4 SP = 3x5 20-612 20812 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell L/d TCLL 40.0 Plate Grip DOL 100 TC 0.86 Ven(LL) -0.39 17-18 >628 360 TCOL 10.0 Lumber DOL 100 BC 0.97 Vert(CT) -0.53 17-18 >457 240 BCLL 0.0 Rep Stress Ina YES WB 0.72 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Malnx-R LUMBER- BRACING - TOP CHORD 20 SP No.2(flal) TOP CHORD BOT CHORD 20 SP No. 1D(0at) "Except" 12-15: 2x4 SP No.2(flat) BOT CHORD WEBS 2x4 SP No.3(flat) 'Except' 1-23,11-12: 2x4 SP No.2(8at) REACTIONS. (lb/size) 23=1114/Mechanical, 12=1114/0-7-8 FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=1106/0, 11-12=1107/0, 1-2=1137/0, 2-3z2868/0, 3-5=3981/0, 5-6=-4634/0, 6-7=4634/0, 7-8=-4546/0, 8-9=3972J0, 9-10=2829/0, 10-11=1090/0 BOT CHORD 21-22=0/2152, 20-21=0/3553, 19.20=0/4402, 18-19-0/4634, 17-18=0/4634, 16-17=0/4403, 14-16=0/3521, 13-14=0/2109 WEBS 11-13=0/1482, 1-22=0/1514, 10.13=1417/0, 2-22=1412/0, 10.14=0/1002, 2-21=0/996, 9.14=962/0, 3-21=952/0, 9.16=0/628, 3-20=0/596, 8-16=599/0, 5-20=585/0, 8-17=-43/378, 5-19=113/603, 7-17=431/218 25 9 4 24 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 107 lb FT = 0%F, 0%E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing. IS- 19.17-18.14-16. NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 S"backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Julia La PE No. 31669 IIbTsk USA, Inc. FL Ceft W4 6904 Parke East Blvd Tampa FL 33610 Dab: April 6,2018 AWARNING - Verity design parameters and READ NOTES ON Ties AND INCLUDED WrEK REFERENCE PAGE aE1472 rev, 1a02/20/5 BEFORE USE. Oesgn valid for use only well Wax* COMedont This design is based only upon parameters shown, and is for an vidNidual budding Component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate thus design into the overall budding design. Bracing indicated is to prevem bucdmg of mdrAdual truss web andir chard members only. Additional temporary and permanent bracing M iTek' is always required for stability are to prevent collapse with possible personal injury and property damage For general guidance regarding the laorcation, storage, deevery, erection and bracing of trusses and truss systems, see ANSUTF41 Quality Cruada, OS8419 and BCSI Building Component 6904 Parke Eau a1vd. Sally Infomnadon available from Truss Plate Institute, 2 tS N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply Park Sq/ PEMBROKE 2382&TRAYOty T13712235 PS02382A FS FLOOR 1 1 Job Reference (optional Mid-Flonda Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 11:48:16 2018 Page 1 ID,oSdRWDbl2hbaTeULKMgSADy3nnV-2xnBxtnhAeGozXieO4O1WogfOm TPo4rOT2LDFzTSOi 1-3.0 0.1- I -4-0 Bile Seale = 1 28 8 04 = 3xlo = 34 = 3x3 = 34 II 3x4 = 2 3 4 5 6 7 04 = 14 = 3x4 = 14 = a 9 21 4 4 20 3x3 II 44 = 4x10 = 3x3 = 3x3 = 1x3 II 16 = 30 = 4x6 = 15x4 II LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 086 Vert(LL) -0 25 14-15 >797 360 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.35 14-15 >582 240 BCLL 0.0 Rep Stress Inrr NO WB 0 81 Horz(CT) 005 10 n/a n/a SCOL 5.0 Code FBC2017frP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP NO.l(flat) TOP CHORD SOT CHORD 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (Ib/size) 19=1236/0-3-0, 10=1015/0-7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19-1228/0, 9•f0-1014/0, 1-2=1272/0, 2-3=3149/0, 3-4=3540/0, 4-5=3836/0, 5-6=3666/0, 6.7=3666/0, 7-8=2490/0, 8-9-992/0 BOT CHORD 17-18=0/2409, 16-17=0/3181, 15.16=0/3858, 14-15=0/3666, 13-14=0/3666, 12-13=0/3110. 11-12=011899 WEBS 3-17=-447/0, 1.18=0/1694, 2-18=1581/0, 2-17=0/1133, 9-11=0/1349, 3-16=0/475, 8-11=1261/0. 4-16=443/0, 8-12=0/822, 7-12=-861/0, 5-15=234/459, 7-13=0/911, 6-13-334/0, 5-14=321/37 PLATES GRIP MT20 244/190 Weight: 96 lb FT = O%F, O%E Structural wood sheathing directly applied or 5-4-6 of purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead r Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert, 10-19-10. 1-9-100 Concentrated Loads (lb) Vert. 17-390 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34699 Wall USA, Inc. FL Cart 66U 6904 Parke East 814 Tampa FL 33610 Date: April 6,2018 QWARNINO • Vadly deslgn parameters end READ NOTES ON THIS AND INCLUDED AITTEK REFERENCE PAGE W167473 rev. 100MO1S BEFORE USE. Design valid for use only with Welds, connectors. This design is based only upon parameters shown, and is for an individual building Component, not a truss system Wont use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall bolding design 13111 g indicated rs to prevent bucldmg of mdrvidual truss web and/or Chord members only Additional temporary and permanent braang MiTek' is atways required for Stability and to prevent Collapse with possible personal injury and property damage. For general guidance rogarding the fabrication, storage, delivery, erection and bracing of misses and truss systems, see ANSVTP11 Quality Criteria, OSS419 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply71Job Sq/ PEMBROKE 23828-TRAY T13712236 PS02382A F6 FLOOR 1 Reference optional Mid-Flonda Lumber, Bartow, FL. 1 8.130 S Mar 11 2018 MiTek Indusbles, Inc Fn Apr 6 11:4B:16 2010 Page 1 ID M9eVYDSMDLgT1LEVdZSERwy3oLq-2xnBxtnhAeGozXIeO401WogmKm cPuprOT2LDFzTSOi 1-4-12—I 0)t l Scale = 1:22.2 3x3 = 3x3 = 1x3 II 3x3 = 2 3 4 5 3x3 6 3x4 = 14 = 1x3 = 7 1 IIMid AYr 3.3 11 3x4 = 3x3 = 1.3 II 3x3 = 3x3 = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Vden Ud TCLL Plate Grip OOL 1.00 TC 0.41 Vert(LL) 0.10 10-11 999 360 TCOL 100 Lumber OOL 1.00 BC 0.75 Vert(CT) 0.14 10-11 999 2400400BCLL0.0 Rep Stress Incr YES WB 0 44 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matnx-R LUMBER- BRACING - 3x4 = 14 II PLATES GRIP MT20 244/190 7 3 16 Weight: 71 lb FT = 0%F, O%E TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 15=720/0-3-8, 8=720/0.7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=715/0, 7-8=713/0, 1-2=693/0, 2-3=1602/0, 3-4=1918/0, 4-5=1918/0, 5-6=1591/0, 6.7=-664/0 BOT CHORD 13-14=0/1299, 12-13=0/1918, 11-12=0/1918, 10-11=0/1865, 9.10=0/1279 WEBS 7-9=0/902, 1-14=01923, 6.9=-856/0, 2-14=-842/0, 6.10=0/434, 2-13=0/431, 5-10=381/0, 3-13=504/0, 5-11=122/308 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0 131" X Y) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 3) CAUTION, Do not erect truss backwards. 4) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliu9 La PE No. 34669 NiT9k USA, Inc. FL Cott NU 69U Pads East Blvd Tampa FL 33610 Date: April 6,2018 AWARNING • V ors and READ NOTES ON rNIS AND INCLUDED AaTEK REFERENCE PAGE Aa 7Q3 raw. 10iftWIS BEFORE USE. MNgnP Oeapn valid for use only with MTala®catnaaors. This design is based only upon parameters Ehown, and IS for an rldNidWl budding component, not a truss "am. Baton/ use, the building designer must verity the applicability of design parameters and propery mcarpo(me this design into the overall budding design. Bracing indicated is to prevent budding of individual trust web and/or chord members only Additional temporary and permanent bracing MiTek' is sways required or stability and toprevaM asapae with pose ble personal injury and property damage. For general gurdena regarding the MACH n, stooge, delivery, eraaon and brsding of trusses and truss systems, tea ANSVIPII Oualhy Criteria, DSS49 and SCSI Building Component 6904 Parka Eta Sm. Sally Infomka an avaiotlo from Truss Plata Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Temps, FL 36610 Job Truss Truss Type Oty Ply Park Sid/ PEMBROKE 2382&TRAY T13712237 PS02382A F7 FLOOR 3 1 Job Reference (optional Mi0-Fiona Lumber, Bartow, FL. 1-3-0 8.130 s Mar 11 2018 MiTek Industries. Inc Fri Apr 6 11:48:18 2018 Page 1 ID.M9eW DSMbLgTI LEVdZSERwy3oLq•_KvxLZpxiGW WCrsl VWOVb015HZfNto08mXSH7zTSOh I 14 I Ol)-I Scale = 1:22.4 30 = 14 = 3x3 = 34 = 14 It 3x3 = 3x3 = 14 = 2 3 4 5 6 7 17 g 16 3x3 II 3x4 = 34 = 1x3 11 34 = 34 = 30 = 1x3 II 13be 13- 6-4 Plate Offsets (X Y f7 0-1-8.EdgJ LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (IOC) Wen L/d PLATES GRIP TCLL 400 Plate Gnp COL 1.00 TC 045 Vert(LL) -011 10-11 >999 360 MT20 244/190 TCOL 100 Lumber OOL 1.00 BC 0.79 Vert(CT) -0.15 10-11 >999 240 BCLL 0. 0 Rep Stress Incr YES WB 0 44 HOrz(CT) 003 8 n/a n/a BCDL so Code FBC2017/TP12014 Matrix-R Weight: 71 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, SOT CHORD 2x4 SP No 2(flat) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10.40 oc bracing. REACTIONS. (lb/ size) 15=726/Mechanlcal, 8=72610-7-8 FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=722/0, 7-8=720/0, 1-2=701/0, 2-3=1624/0, 3.4=1953/0, 4-5=1953/0, 5-6=1613/0, 6-7=671/0 BOT CHORD 13-14=0/1313, 12-13=0/1953, 11-12=0/1953, 10-11=0/1893, 9-10=0/1294 WEBS 7- 9=OM2, 1-14=0/933, 6.9=866/0, 2-14=-851/0. 6-10=0/444, 2-13=0/443, 5.10=389/0, 3-13=523/0, 5.11= 117/323 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 4) CAUTION, Do not erect truss backwards 5) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U869 Wait USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: April 6, 2018 O WARNING - Verify deslgn parameters; and READ NOTES ON MS AND INCLUDED AffEK REFERENCE PAGE AVIL7473 rev. 14,03/2015 BEFORE USE. Design quo for use only with MmTak® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. 841010 use, the building designer must venfy the applicability of design parameters and property mcorporate this design into the overall building design Bracing indicated is to prevent buclamllg of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' its alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss Systems, We ANSUTP11 Quality Criteria, OSS49 and SCSI Building Component Setety Irdormatlon available from Truss Plate Insiduta, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Paae East Blvd Tampa, FL 366 t0 Job Truss Truss Type 0ty Ply Park Sq/ PEMBROKE 2382B-TRAY T13712238 PS02382A F8 FLOOR 3 1 Job Reference Motional) Mid-Flonda Lumber, Barlow, FL. i 1114 3x3 = 2 8.130 s Mar 11 2018 MTek Industries, Inc Fn Apr 6 11 4a' 19 2018 Page 1 ID:rMBtf11ZT_MeoKfVphBHzT_8y3oLp•SWrJZupaTZeNq_RD4Cxk8RIHdzl HcFmH4RHOgazTSOg 1 G_If Scale = 1216 3x3 = 1x3 II 34 = 3 4 5 3x3 = 8 3x4 = 1x3 = 71X3 = N N Y' N ii i 'i 11 n 1 1A1 Y Y-Y Y Y 11 34 II 3x4 = 34 = 1x3 II 3x3 = 3x3 = 3x4 = I)a II 13-0-4 1344 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Udell Ud TCLL 400 Plate Grip DOL 1.00 TC 0.41 Ven(LL) 0.08 10-11 999 360 TCDL 10.0 Lumber DOL 1.00 SC 0.62 Vert(CT) 011 10-11 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.02 8 n/a n/a SCOL 5.0 Code FBC2017/rP12014 Matrix-R LUMBER- BRACING - PLATES GRIP MT20 244/190 17 Y 16 Weight: 70 lb FT = 0%F, 0%E TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 20 SP No.2(8at) except end verticals WEBS 2x4 SP No.3(8at) BOT CHORD Rigid ceiling directly applied or 1G-" oc bracing. REACTIONS. ( lb/size) 15=699/0-3.8, 8=699/0-7-8 FORCES. ( lb) - Max Comp /Max Ten -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-694/0, 7-8=693/0, 1-2=670/0, 2-3=1535/0, 3.4=1816/0, 4-5=1816/0, "-1525/0, 6-7-642/0 BOT CHORD 13.14=0/1256, 12-13=0/1816, 11-12=0/1816, 10-11=0/1780, 9-10=0/1235 WEBS 7-9=0/873, 1-14=0/893, 6-9=-825/0, 2-14=815/0, 6-10=0/403, 2-13=0/395, 5.10=356/0, 3.13=-445/0, 5- 11-136/268 NOTES- ( 4) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Julius Lee PE No. U869 MiTak USA, Inc. FL Con 68U GM Parka, East Blvd. Tampa FL 33610 Date: April 6,2018 0 wmmmr, • V4A/y tlealgni pwwneM and READ N07ES ON THIS AND INCLUDED APTEK REFERENCE PAGE MIF7473 raw. f603/20/A BEFORE USE. Design valid for use only with MTek® connectors. This damp is based only upon parameters shown, and is for an individual building component, not a truss system. Barone use, the building designer must verily the applicability of design parameters and property mcdrporsta this design into the overall building design. Bracing uwicatad is o prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' isalwaysiepuiredforstabdayandtopreventcollapsewonpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems. ace ANSVTPII Quality Criteria, DS649 and SCSI Building Component 6904 Parka East 8ivd. Safety Information available from Truss Plata Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY T13712239 PS02382A F9 FLOOR 2 1 Job Reference tional mia-Flonaa Lumber, 6anow, FL. 11 tx3 II 34 = 6 130 5 Mar 11 2016 MITek IndUSMOS, Inc. Fn Apr 6 11:43 20 2010 Page 1 ID-uz46LtSig1 YcO8gJ3sxlMy3oLr-xi 1 hmEgCEtmES80PdwSzhegRONM6LhOR150ZMOzTSOf Di '4I f-1 0-ke Scale = 1 33 9 34 = tx3 3x3 = tx3 II 3x3 = 34 FP = 3x8 = 3x3 = 3x3 = tx3 II 3x3 = 3x3 = 1x3 = 2 3 4 5 6 7 a 9 10 11 12 3x3 = lx3 II 30 = 34 If 4x4 = 34 = 1411 3x3 = 3x6 FP = 34 = 1411 3x3 = LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.47 Vert(LL) -0 07 15-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0 65 Vert(CT) -0 10 15-17 >999 240 BCLL 0 0 Rep Stress Ina YES WB 0.47 Horz(CT) 001 13 We n/a BCOL 5.0 Code FBC2017/TPI2014 Matnx-R LUMBER- BRACING - TOP CHORD 2x4 SP No 2(ftat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No 3(flat) BOT CHORD REACTIONS. (lb/sae) 26=238/0-3-8, 13=605/0-7-8, 21=1357/0-7-8 Max Uplift 26=31(1-C 4) Max Grav 26=335(LC 3). 13=619(LC 4). 21=1357(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=332/27, 12-13=611/0, 2-3=369/329. 3-4=369/329. 4-6=14/582. 7-8=950/0, 8-9=1357/0. 9-1O=135710. 10.11=127810. 11-12-55310 BOT CHORD 24-25=141/458, 23-24=329/369, 22-23=329/369. 21-22=922/0, 20-21=922/0, 19-20= 0/576, 18-19=0/1357, 17-18=0/1357. 15.17=0/1444. 14-15=0/1066 WEBS 12- 14=01752, 11-14=713/0, 11-15=0/295, 10-17=258/103, 6-21=1321/0, 1-25=68/338, 2-25= 291/126, 2-24=363/0, 6.22=0/620, 4-22=655/0, 6-20=0/978, 7-20=907/0, 7-19= 0/547, 8-19=586/0 28 q 4 27 Weight: 108 lb FT = 0%F, 0%E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceding directly applied or 6-0-0 oc bracing. NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 26. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Truss is designed with, and confirms to the 2007 Flonda Building Code w/2009 supplements. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Mutt Lee PE No. 34869 MiTak USA, Inc. FL Cliff M14 4904 Path East Blvd. Tampa FL 33410 Date: April 6, 2018 AWARN MG - VeArT design parameters and READ NOTES ON THIS AND INCLUDED AffEK REFERENCE PAGE Aa1.7473 rev. 100112,1100BEFORE USE. Design valid for use any with MTak® connectors This design is bused only upon parameters gown. and is for an individual building component, not a truss system Before use, the aWding designer must vent' the applicability of design parameters and property incorporate this design into me overall budding design Bracing mdeated is to prevent bucking or individual truss web and/or chord member ordr Adddgnel temporary and perinanem bracing M iTek' is always requiredforsubdiry, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and tracing of trusses and truss Systems, No ANSVTPII Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available item Truss Plate Institute, 218 N Lee Street. Suds 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/ PEMBROKE 2382&TRAY T13712240 PS02382A F10 FLOOR 1 1 Jab Reference (_iptional Mid-Fldnda Lumber, SanOW, FL. o.tau s mar II "to mi lex nndusines, Inc rn Apr o t E46 iu au is rage I ID:uz46LISlg1Yc0BgJ3sx?vii3oLr-DnOvgpiwbo\KFcFU2pHdHX09RL5k?8fz?Xb17bzTSOp 1-3-0 1-3 t2 0 8 Scale = 1 17.9 3x3 = 3x4 II 3x3 = 3x3 = tx3 = 1 3x8 _ 2 3 4 3x3 = 5 6, tx3 = 3x3 II 3x3 = 4x4 = 1x3 II 3,3 = 3x3 = 14 II tali 4-00 5612 6912 9.3-A2 10 t 12 6-0 2-"11s12—i-3-0 26-0 14.8 ate Plate Offsets X( .Y)— I11:0.1-8.Edael LOADING (psf) SPACING- 1.0.0 CSI. DEFL. in loc) I/dte8 Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.76 Vert(LL) 000 8 '— 360 MT20 2441190 TCDL 100 Lumber OOL 100 BC 0.07 Vert(CT) -000 11-12 >999 240 BCLL 00 Rep Stress Incr NO WS 0.55 Horz(CT) 000 7 n/a n/a SCOL so Code FBC2017/TPI2014 Matrix-R Weight. 58 lb FT = O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puriins, BOT CHORD 2x4 SP No 2(flat) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 10-8-4 lb) - Max Grav All reactions 250 lbor less at loint(s) 13, 7, 7 except 8=308(LC 1), 9=356(LC 1). 12=315(LC 1), 11=2619( LC 1), 10=319(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 5- 8=342/0. 5-9=398/0, 2-12=369/0, 2-11-331/0. 3-11=2384/0, 4-10-31610 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE( S) Standard 1) Dead r Floor Live (balanced). Lumber Increase=l 00. Plate Increase=1.00 Uniform Loads ( ptr) Vert: 7- 13=5, 1-6=174 Concentrated Loads ( Ib) Vert: 3= 2296 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34969 Wait USA, Inc. FL Cart SOU 9904 Parke East Blvd. Tampa FL 33910 Oats: April 6, 2018 0 wAwma - VaAry design parvrrefus and READ NOTES oN Tres AND INCLUDED a grEK REFERENCE PAGE aot.7473 rev. 1001012015 BEFORE USE. wwww Oesign valid for use only with MiTek® eoniroctons This design is based only upon parameters shown, and IS for an Individual building component, not a truss system. Before use, the budding designer must verity the applicability of desgn parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent Disc mg of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is alwaysrequiredformabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingtirofabncation, storage, delivery, erection and bra" of trusses and trust systems, ace ANSUTPII Oualky Cnserla, OSS49 and SCSI Building Component 6904 Parke East Blvd Sally Information available from Teas Plata Inamaa. 216 N Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Type 0ty Ply Park Sig/ PEMBROKE 2382&TRAYFLOOR T13712241 PS02382A F11 2 t Job Reference Lptional rma-rronaa Lumber, oarl01N, rL. 0-1-8 H 1 3x4 = 2 34 = 3 8.130 s Mar 11 2018 M1Tek Industries, Inc. Fn Apr 6 11 48 11 2018 Page 1 ID uz46LtSigIYc0BgJ3sx?viy3oLr-h_It9lYL6eWsmggcXospytTIGEk746EBLbX1zTSOo 3x3 = 14 II 1x3 II 3x3 = 4 5 8 7 Scale = 1,33 0 30 = 3x4 = Axis = 8 9 10 g 1.5x4 II 44 = 3x4 = 3x3 = 34 = 34 = 34 = 3x4 = 08 = 3x3 II LOADING (psf) SPACING- 2-0-0 CST. OEFL. in (loc) Well Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 0.61 Vert(LL) 0.33 15-16 >709 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 SC 0.82 Vert(CT) 0.45 15.16 >516 240 BCLL 00 Rep Stress Ina YES WB 0.69 Horz(CT) 0.08 11 n/a n/a BCOL 50 Code FBC2017/TPI2014 Matrix-R Weight: 102 lb FT = O%F, 0%E LUMBER- BRACING - TOP CHORD 20 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 56-13 oc purlins, BOT CHORD 2x4 SP No 1(flat) except end verticals. WEBS 2x4 SP No.3(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-20,10-11: 2x4 SP No.2(flat) REACTIONS. (Ib/size) 20=106410-7-8, 11=1064/0.7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=1058/0, 10-11-1058/0, 1-2=1037/0, 2-3-2675/0, 3.4=3711/0, 4-5=4233/0, 5-6=4233/0. 6-7=4233/0, 7-8=3730/0, 8-9=2709/0, 9-10=1082/0 BOT CHORD 18-19=0/2003, 17-18=0/3321, 16.17=0/4074, 15-16=0/4233, 14-15=0/4086, 13-14=0/3347, 12-13=0/2046 WEBS 10-12=0/1441, 1-19=0/1409, 9.12-1339/0, 2-19=1345/0, 9.13=0/923, 2-18=0/935, 8-13=-887/0, 3.18=898/0, 8-14=0/533, 3-17=0/542, 7-14=-495/0, 4-17=505/0, 7-15=173/539, 4-16=162/549, 5-16=254/33 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 th''Tek USA, Inc. FL Cad 66U 6904 Parke East Blvd. Tampa FL 33010 Dab: April 6,2018 AWARNING • Verify Oaslt n parsmaM and READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE 6614473 raw. 10A MI6 BEFORE USE. Design valid for use only with AAiTek b cormactors This design is based only upon parameters shown, and is for an individual building component, not A truss system Before use, the budding designer must vent' the Applicability of design parameters and property incorporate this design imo the overall bisldrrtg design Sri" indicated is to prevent budkbng of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to provers collapse with possible personal injury and property damage For general guidance regarding the fabnci tion. storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Crlteda, OS849 and SCSI Building ComponentSe" Irdonnation available tram Truss Plate Institute, 218 N. Lair Street, Suite 312. Alexandria, VA 22314 6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY T13712242 PS02382A F12 FLOOR 5 1 Job Reference iptional Mid -Florida Lumber, Banow. FL. 1 3x6 = 4 8.130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 11 48 11 2018 Page 1 ID,C l la8EedLa9K6DW?UD9osy3nnS-h_It91YL6eWsmggcXosplyvmlSvkiR6EBLbX 1 zTSOo 2 3x3 II 3 10 II 34 = Scale - 1.9.5 1_-0-0 1-0.0 2.4_0 1-0-0 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 047 Vert(LL) 000 4 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 001 Vert(CT) -0.00 4 >999 240 BCLL 00 Rep Stress Incr NO WB 000 Horz(CT) 0.00 n/a n/a SCOL 5.0 Code FBC2017fTP12014 Matrix-P Weight. 15 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc punins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=1553/Mechanical, 3=157/Mechanical FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-4=1549/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X T') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00. Plate Increase=l 00 Undonn Loads (pit) Vert: 3.4=5, 1-2=174(F=124) Concentrated Loads (lb) Vert 1-1397 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Les PE No. U869 MhTek USA, Inc. FL Cert $634 OM Parb East Blvd. Tampa FL 33610 Date: April 6,2018 O WARMNG - Verily design parameers ant READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE e0167473 rev. 18,01IMS BEFORE USE. Oeshgn valid for use only wan Webs, Connectors This design is based only upon parameters shown, and is for an individual building Component, not a truss system Before use, me budding designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' a always required tot subday, and to prevent collapse with possible personal injury and property damage For general guidance regarding tits fabrication, storage, delivery, erasion and bracing of trusses and truss systems, sea ANSVTPI1 Quality CArarta, OSS49 and SCSI Building Component 6904 Pause East Blvd Salary Information evadable from Teas Plate Institute, 218 N Lee Straw. Suite 312, Alexandra. VA 22314 Tampa. FL 36610 Job Truss Type Dry Ply Park Sq/ PEMBROKE 2382&TRAYTruss T13712243 PS02382A F13 FLOOR 1 1 Job Reference (optional mio-riunaa u+muer, dartdw, rL. 1-3-0 tl.13u s Mar 11 zula MI IeK IOOusines, Inc. hn Apr 6 11 46 122010 Page 1 ID:uz46LtSjg1Yc08gJ3sx?vjy3oLr-AAYg5VkA60mNUwPt9EJ5My% 19cgT?IFTr484UzTSOn o 6x8 = 6x8 MT78HS = 2x6 11 24 II 6x8 MT18HS = 6x8 = 1 2 3 4 5 13 6 3x6 11 IOx10 II 3.6 II Scale = 1.16.7 LOADING (psf) SPACING- 1-0-0 CSI. OEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 088 Vert(LL) 0.04 10-11 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0 80 Vert(CT) 0.06 10-11 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0 73 Horz(CT) 0.01 7 n/a n/a BCDL so Code FBC2017/TPI2014 Matrix-P Weight. 72 ID FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No. I(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puAins, BOT CHORD 2x4 SP N0.2(flat) except end verticals WEBS 20 SP No 2(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-12,6.7,3-10,4-9: 2x4 SP No.3(ftat) REACTIONS. (lb/size) 12=2413/0.7-8, 7=391/1-7-4, 8=4190/1-7-4 Max Uplift 7=391(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All fortes 250 (lb) or less except when shown TOP CHORD 1-12=2405/0, 6-7=6/358, 1-2=2028/0, 2-3-3164/0. 3-4=316410, 4-5=3164/0, 5-6=0/1461 BOT CHORD 10-11=013818. 9.10=0/3164, 8-9=0/1974 WEBS 1-11=0/ 2582, 6.8=186010, 2-11=2369/0, 5-8=-4545/0, 2-10=1203/232. 5-9=0/1608, 3-10=147/334. 4-9=718/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 7 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced): Lumber Increase=1.00. Plate Increase=1.00 Uniform Loads (ptQ This item has been Vert: 7-12=5, 1-6=742 electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34889 MiTak USA, Inc. FL Cart 6874 904 Parke East Blvd. Tampa FL 33610 Dab: April 6,2018 0 wARwmG - vww design pow wears and READ NOTES ON T1es AND INCLUDED aerEK REFERENCE PAGE 11e167473 rev 10A MIS BEFORE USE. Oesgn valid for use only with MiTeli® connector This design is based only upon parameters shown, and is for an individual building component, not a Coss system Before use, the budding designer must verify the applicability of design parameters and property mcdrponite this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' IS always required forstaoddyandtopreventCollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of musses and tops systems, we ANSVTPII Quality CrIterla, DSS49 and SCSI Building Component 6904 Parke East Blvd So" Information available fromTrussPlateInsioute, 24 N Lee Street, Sued 31Z Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq/ PEMBROKE 2382&TRAY T13712244 PS02382A GI HIP 1 3 I Job Reference L Donal Mid -Florida Lumber, Bartow, FL a.130 s Mar 11 zuia MI I eK Industries, Inc. Fn Apr b 11:48Rz Lultl Scale = 1.67.4 6x8 MT18HS = 6x8 MT18HS = IK10 _ 1 Sx4 II 7x8 = 1.5x4 II 4x10 = 400 12 d 5 8 7 8 g 10 1 24 23 22 21 20 19 18 t7 18 15 14 3x6 II 08 = axe = 3x6 II lox10 = 3x6 II axe _ 4x8 = 3x6 11 3x6 II 3x8 11 143 6L" #8.9.9 12.9.12 18.9.4 19-t t-1 21t 27 t2 27- -030 15 311.2 38.1.5 39.10.8 19.3 3.0.3 3.0.3 3-0.3 31t-8 12-0 12-0 111-8 2.11.15 3-0.3 3.0.3 19.3 Plate Offsets x(.Yl- 1:0.6-tor 0-1-a),.1a:0-4-8.0-2-4l,Ito:O-".0-241.113:0.6-14.0-1-a1,t26:a5-0.0-3-8Lt26:a5-0.0-3-e1 LOADING (psf) SPACING- 14-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.00 TC 087 Vert(LL) 0.19 20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.34 20.21 >935 240 MT18HS 2441190 BCLL 0.0 Rep Stress Ina NO WB 0.96 Horz(CT) -0 03 1 n/a n/a BCOL 100 Code FBC2017/TP12014 Matrix-R Weight: 877 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins BOT CHORD 2x8 SP No 2 'Except' BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. 16-22: 2x8 SP No.1 WEBS 2x4 SP No.3 *Except' 25.26,27-28,10-17,421,9-28,5-26: 20 SP No 2 19-26.19-28: 2x4 SP No 1 REACTIONS. (lb/size) 13-361/0.7-8, 1=3706/0-7-8, 17=1143310-5-8 Max Horz 13=54( LC 9) Max Uplift 13=574( LC 18). 1=1354(LC 4). 17=4106(LC 5) Max Grav 13=168( LC 4). 1=3801(LC 18), 17=12123(LC 17) FORCES. (lb) - Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11= 1571/4957, 11-12=1582/4800, 12-13- 644/2201. 4-5=763312646. 5.6=4481/1393, 6-7=-4679/1465, 7-8=11863/3917, 8-9=12193/4024, 9-10=1643/4955. 1-2=10969/3873, 2-3=9221/3200, 3-4=9204/3264 BOT CHORD 1-24= 3614/10352, 23-24=3614/10352, 21-23=2428/7646, 20-21=2439/7685, 19-20=243W7661, 18- 19=3650/1419, 17-18=3588/1397, 15-17=3860/1487, 14-15=2053/676, 13-14=20531676 WEBS 12-14=165/ 606, 12-15=3283/1272, 2-23=2213/892, 2-24=270/135, 20-26=9661311. 6-26=1679/565, 7-19=3984/1283. 25. 26=516/241, 18-28-5269/1766. 8-28=13521456, 27-28=2315(7074, 17-27=6772J2369, 10.27= 2494/957, 21-25=145/613, 4-25=-69/517, 10.15=1221/279, 4-23-802/1973, 5. 25=239/528, 9.27-9749/3210, 9-28=3159/9565, 5.26=3176/1174. 7-28=2147/6598, 7- 26=913/394, 19-26=3192/1184. This item has been 19-28=-4278/12900 electronically signed and NOTES- sealedbyLee, Julius, PE 1) 3-ply truss to be connected together with 1Od (0.148" AW) nails as follows: using a Digital Signature. Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc Printed Copies Of this Bottom chords connected as follows: 2x8 - 2 rows staggeredat0-9.0 oc. Webs connected as follows 2x4 - 1 row at 0- 9-0 oc. document are not considered 2) All Wads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section Ply to signed and sealed and the ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. signature must be Verified 3) Unbalanced roof live Wads have been Considered for this design on any electronic copies. 4) Wind: ASCE 7-10: VuN=140mph (3-secondgust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15tt; Cat. 11; Exp 8; Encl., Julius Los PE No. U869 GCpi=O.18: MWFRS (envelope) gable end zone, Lumber DOL=1.25 plate grip DOL=1.25 Wok USA Inc FL Carl 68St 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 6904 Para East Blvd Tampa FL 33610 7) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 0a: 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide April 6,2018 0 WARNING • Vadfy design parameters and READ NOTES ON Ties AND INCLUDED WTEK REFERENCE PAGE 110167472 rev. 16032015 BEFORE USE. Design valid for use only with MiTeli® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must verify the applicability of design parameters and property uKorporste this design into the overall buddingdesign Bracing indicated its to prevent budding of individual truss web and/or chord members only, Mdddnal temporary and permanent bracing Welk' always required for stability and to prevent collapse with possiblepersonalinjuryandpropertydamageForgeneralguidanceregardingmefabrication, storage, delivery, etetlion and bracing of trusses and teas systems, see ANSIRPII Quality Crttarta, OSS49 and SCSI Building Component 69U Parke Fret Blvd Sally Information avadteote from Truss Plata Institute. 218 N. Lee Street, Sun 312. Afoxandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Sq/ PEMBROKE 2382&TRAYPlyTPark T13712244 PS02382A G1 HIP 1 3 Job Reference (optional Mid -Florida Lumber, Bartow, FL 8.130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 11:48:22 2018 Page 2 ID:JYIFzvUc7yw8HeOuk UtXLy3oLo-t58SBwsSmUOyhSAoIKVRm3whiB IpT7km"OuzTSOd NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 574 Ili uplift at joint 13.1354 lb uplift at joint 1 and 4106 lb uplift at joint 17 10) Girder castes tie-in span(s): 2-6-0 at 0.0-0 to 7-0-0 at 12-9-12 ; 7-0-0 at 27.0-12 to 2-6-0 at 39-10-8 ; 27. -0 from 12-9-12 to 27-0.12 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1727 lb down and 657 lb up at 7-0-12, and 1727 lb down and 657 lb up at 32-9-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASES) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.00. Plate Increase=1.00 Uniform Loads (pit) Vert: 4-10=599, 1-13=13 Concentrated Loads (lb) Vert: 12-1727 2=1727 Trapezoidal Loads (plf) Vert 10=134-to-13=46, 1=46-to-4=134 WARNINO - VMy design ParemaM and READ NOTES ON THIS AND INCLUDED MEEK REFERENCE PAGE Mt-7QJ ow. famJrzolS BEFORE USE. Design vetdi for use only with MiTalt® connectors This design IS based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must verify the applicability of design parameters and property Incorporate this design into the overall building design Bracing Indicated Is to prevent budding of Individual truss web andfor chord members only. Additional temporary, and permanent bracing M iTe k' Is always required let stabdly and to prevent douapse wdh possible personal injury and property damage For general gudance regarding the fabrication, storage, delivery, ersdtron and bracing of trusses and trust systems, able ANSVTPII Quality Criteria, OSB49 and SCSI Building Component So" Irrio n radon available from Truss Plate Institute, 2is N Lee Street. Sum 312. Alesandna, VA 22314 6904 Parke Eas181m. Tampa. FL 36610 Job Truss Truss Type oy Ply Park Sq/ PEMBROKE 2382E-TRAY TI3712245 PS02382A G2 FLAT 1 4 Job Reference totional Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc Fn Apr 6 11 48:23 2018 Page 1 ID:nkJdAEVEuF22uoz4liOx32y3oLn-LHigPGs4Xo8pJd J20glHSIJaLHY_tt?3FDzLzTSOc 0.4-0 2-3-11 4-5 10 B 7 8 8 9 3 10-10-14 13-0-8 15-2$ 174-5 19-8-0 2-111 2.1.15 2-1-14 2.1-1t 2-t-n 2-t•t0 2•t•te 2•t•15 2 3tt Seale = 1.34 3 1x4 II 4x10 = Ix4 II 3x4 = US = 1x4 II 3x12 = tx4 II 3x10 = 13x10 = 2 3 4 5 6 7 21 a 9 10 4 1 3x8 II 5x12 = 2x4 II 4x10 = 8x12 MT20HS = 20 II 3x10 = 2x4 II Sx12 = Sx8 MT20HS II 2T_:16L1- 9B 2-3 11 2-1-15 2.1-14 2.1.11 2.1.11 2-1-10 2-1-14 2-1-15 2-3-11 LOADING (pso SPACING- 2.0-0 CSI. TCLL 40.0 Plate Grip DOL 100 TC 081 TCOL 10.0 Lumber DOL 100 BC 0 87 BCLL 0.0 ' Rep Stress Ina NO WB 0 74 BCDL 5.0 Code FBC2017/TPI2014 Matrix-R LUMBER. TOP CHORD 2x4 SP DSS BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 'Except' 10-11: 2x4 SP No.2 1-19,3- 19,3-17,5-17,8-12.10-12.8-14.6-14,6-16: 2x4 SP No.1 REACTIONS. (lb/size) 11=7804/0.7-8, 20=573610-7-8 Max Uplift 11= 2471(LC 4). 20=1915(LC 4) DEFL. in (loc) Udell L/d Vert(LL) -0. 44 15-16 >532 360 Vert(CT) -0. 73 15-16 >316 240 Horz(CT) -0. 08 20 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 440 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purtins, except end verticals BOT CHORD Structural wood sheathing directly applied or 10-" oc bracing FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 10- 11=-6745/2146, 1-2=11344/3816, 2-3=11344/3816. 3-4=29808/10213, 4-5=29808/ 10213. S-6=31529/10654, 6-7=29895/9925, 7-8=2989519925, 8-9=1398514482, 9-10=13985/4482 BOT CHORD 18- 19=7675/22578, 17-18=7675/22578. 16-17=10654/31529, 15-16=10642/31864, 14-15=10642/ 31864. 13-14=8340/25571, 12-13=8340/25571, 11-12=576/1828 WEBS 4-17= 3686/t384, 7-14=21001'782, 2-19=488/235, 3-18-288/856, 1-20=5330/1788, 9- 1 2= 1633/687. 8-13=217/694, 5-16=391/704, 6-15=255/887, 1-19=-4174/12409, 3-19=12288/ 4221, 3.17=2778f7912, 5-17=1915/860, 8-12=12673/4220, 10-12=4273/13298, 8-14=1917/ 4732, 6.14=2245/1411, 6-16=1925/1577 NOTES- 1) 4-py truss to be Connected together with 1 Od (0.148"x3") nails as follows. Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc Bottom Chords Connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0.9-0 oc. Attach TC w/ 1/2" diam. bolts ( ASTM A-307) in the center of the member w1washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except d noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind. ASCE 7-10; Vuft=140mph ( 3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp 8; End., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.25 plate grip OOL=1.25 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2471 lb uplift at joint 11 and 1915 lb uplift at joint 20. 9) Girder carries tie-in span(s), 2-8-0 at 0-0-0 to 6.6-0 at 6-9-4 ; 27-0-0 from 13-2-12 to 19-8-0 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Los PE No. 34969 MTek USA, Inc. FL Cart 6634 4904 Padu Eats Blvd Tampa FL 33810 Dab: April 6,2018 rnintinuad tin nano 2 0 wAmma - verity design parameters and READ NorES ON THIS AND INCLUDED aarEK REFERENCE PAGE aft 7473 nv. 1603IN15 BEFORE USE. Design valid for use only with MTeltm Connectors This design is based only upon parameters shorn, and is far an individual building component. not a truss System Beforo use, the budding designer must vent' the appurabil y of design parameters and property mcarponne this design into the overall buildup design. Bracing mdrened is to prevent buckling of mdrAdusl truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and topreventCollapsewhinpossiblepersonaidlinjuryarepropertydamage. For general guidanceregard" the fabrication, storage, delivery, erection and bracing of VUsses and truss Systems, sea ANSIRPII Ouslify, Cnfena, OSS49 and SCSI Building Component 6904 Parke East Sm. Salary Information available hbm Truss Plate Institute, 218 N Lae Street, Suite 312. AlexandN, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY T13712245 PS02382A G2 FLAT 1 4 Job Reference Lpbonal Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MTek Industries, Inc. Fn Apr 6 11:48:23 2018 Page 2 ID:nkJdAEVEuF22uoz4liOX3Zy3oLo-LHngPGs4Xo8pJd J20glHSUaLHY_tt?3FOzLzTSOc NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3724 lb down and 1390 lb up at 6-7-8, and 1790 lb down and 692 lb up at 13-" on top chord, and 152 lb down at 6-7-8. 152 lb down at 8-7-8. 152 lb down at 10-0-0, and 152 lb down at 11-", and 152 lb down at 13-4-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-21=100, 10.21=-894, 11-20=10 Concentrated Loads (lb) Vert: 16=38(F) 4-3508 17=38(F) 21=1689 22=38(F) 23=38(F) 24=-38(F) Trapezoidal Loads (pit) Vert 1=225-to-4=328 A wAwmo - vaAy design groneMa acid READ NOTES ON rNfs AND INCLUDED wnx REFERENCE PAGE 1100-7472 nv. 1601-2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual bustling component, not a truss system. Before use, Ina budding designer must vent' the applicability of design parameters and property Incorporate this damp into me overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with pos idAe personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality crftarle, OSS49 and SCSI Building component 690e Parke East Blvd Sally Information available from Truss Plate Institute, 218 N. Lee Sit". Suite 312, Alesardna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY T13712246IPS02382AG3FLAT1 Job Reference o ttonal Mid -Florida Lumber. Bartow, FL. S.130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 11:48:24 2018 Page 1 ID:nkJdAEVEuF22uoz4li0x32y3oLn-pUGCcciH6GgwmJAsOCvrU768 iOHTo00LnVnzTSOb 2-1-8 4-1-4 6 1-0 8.0.12 10.2.4 2-1.8 1.11.12 1-11-12 1-11-12 2-1-8 6xS = 4x4 = 1 Sx4 II 1.5x4 II 1 2 3 4 Scale = 1 16 9 4x4 = 6x8 = FF 11 10 9 04 = 8 Sx5 = 7 5x5 = 04 = 3x10 3x10 = LOADING (psf) TCLL 40.0 TCDL 10.0 SCLL 0.0 BCDL so SPACING- 2-0-0 Plate Gnp DOL 1.00 Lumber DOL 1.00 Rep Stress Ina NO Code FBC2017f rPI2014 CSI. TC 0.55 BC 0.78 WB 0 63 Matnx-R OEFL. in Vert(LL) -0.10 Vert(CT) -0.14 Horz(CT) 0.02 loc) I/de8 Ltd 9-10 >999 360 9-10 >817 240 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 165 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purtins. 80T CHORD 2x6 SP No 1 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 2 OTHERS 2x6 SP No 1 REACTIONS. (lb/size) 12=5096/0-M, 7=3855/0.3-8 Max Uplift 12=1484(LC 4). 7-1121(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=4303/1261, 1-2=7480/2178, 2-3=10573/3077, 3-4=10573/3077, 4-5=10573/3077, 5.6--6008/1747, 6-7=3229/946 BOT CHORD 11-12=-437/1496, 10-11=2178/7480, 9-10=3077/10573, 8-9=1747/6008, 7-8=327/1123 WEBS 1-11=1951/6705, 2-11=3487/1032, 2-10-999/3437. 3.10=2160/647, 4-9-18051543. 5.9-1478/5072, 5-8=30731911. 6-8=1590/5473 NOTES- 1) 3- ply truss to be connected together with 10d (0 148"x3^) nails as follows, Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc Bottom chords connected as follows, 2x6 - 2 rows staggered at 0-9.0 oc Webs Connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except d noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated. 3) Wind: ASCE 7-10. Vuh=140mph (3-seoond gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15R; Cat. II; Exp 8; EnG., GCpi=0. 18; MWFRS (envelope) gable end zone, Lumber DOL=1.25 plate gnp DOL=1 25 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will nit between the bottom chord and any other members. 7) Bearing at joint(s) 12, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1484 lb uplift at joint 12 and 1121 lb uplift at joint 7. 9) Girder tames tie-in span(s): 20-7-12 from 0-0-0 to 5-9-12; 19.1-4 from 0-0-0 to 10-2-4 LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 4=1122(F=532, 8=490), 4-6=590(8=490), 7-12=10 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 31869 MTTek USA, Inc. FL Cart OU 6904 Parb East Blvd. Tempe FL 33810 Dal: April 6, 2018 AWARNING - Varll y design parameters and READ Morn ON THIS AND INCLUDED WTEK REFERENCE PAGE aa1.7473 nv. 1GOV"16aEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must verify the applicability of design parameters and properly utedrpome this design imo the overall buildup design Bracing indicated Is to prevem beading of individual truss web and/or chord menders only Mddonal temporary and permanentbracing M iTek' is always required hasstabilityandtopreventctxlapnewithpodadilepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and brac" of trusses and truss systems, we ANSVTPII Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd So" Information available from Truss Plate Institute, 2 is N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Park Sq/ PEMBROKE 2382E-TRAY • T13712247 SO2382A I134 (FLOOR I1 I 1 ( Job Reference Lptional Mid -Florida Lumber, Banow. FL 8.130 s Mar 11 2018 MiTek Industries, Inc Fn Apr 6 11-48 24 2018 Page 1 ID.90syMaeF6w5OyGn6ZCkOK3y3nnR-pUGCcc iH6GgwnUAslXvrU?OS mHceODLnVnzTSOb 2.5-4 2.54 1 3x4 = 2 1 5x4 II Scale = 1 '9 5 2x4 11 4x4 = LOADING (psf) SPACING- 1-" CSI. DEFL. in loc) Udell ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TIC0.09 Vert(LL) -0.00 3-4 >999 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0.22 Vert(CT) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 5.0 Code FSC2017/TPI2014 Matnx-MP Weight: 14 Ill, FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.5-4 oc puriins, BOT CHORD 2x6 SP No 2 except end verticals WEBS 20 SP No 3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=390/0-3-8.3=390/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Girder tames tie-in span(s): 13-6-4 from 0-" to 2-5-4 3) Recommend 2x6 strongbacks, on edge, spaced at 1040-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8) LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=l 00, Plate Increase=1 00 Uniform Loads (plf) Vert 3-4=314(F=309), 1-2=50 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34969 Iffrok USA, Inc. FL Cart NU 6904 Parke East Blvd Tampa FL 33610 Date: April 6,2018 0 wARNINo - Verlry design paramet rs end READ NoTE3 oN nos AND INCLUDED WEK REFERENCE PAGE a01-lit) nv. 14OY M BEFORE USE. Design valid for use only with Wek® connectors This design IS based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must veMy tiro applicability of design parameters and properly Incorporate this design into the overall buildnq design Bracing urocated is to prevent budding of Individual truss web and/or chord members only Adddronal temporary and permanent blaring MOWisalwaysrequiredforstabilityandtopreventcollapsewonpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVIPII Oualky CrMeAs, OSS49 and 8CS1 Building Component 6904 Parke East Blvd. Sadly Information available from Truss Plate Insutule, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oy Ply Park Sq/ PEMBROKE 23828-TRAY T13712248 PS02382A H1 FINK 6 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:48:25 2018 Page 1 ID.RUpYTVXcE9zHNtbOXp4HTAy3nna-HggapyuK2POWYvuNOT280YFS00o0_7ASNkK10zTS0a 1-0-0 7-0-4 1341-0 19-11-12 27.0.0 2&00 1-0-0 7-0-4 6.5-12 6-512 74-4 To-0 Scale = 1:47.3 4x6 = ZI 3x4 = 54 = 3x4 = 3x4 la 91> 1 a_0 0 27-0-0 9-0-0 9-0.0 9.0.0 Plate Offsets (X.Y)— te:a3-o.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 200 Plate Gnp DOL 1.25 TC 0.64 Ven(LL) -027 8-9 >999 240 MT20 244/190 TCDL 100 Lumber OOL 1.25 BC 0.93 Vert(CT) -040 8-9 >808 180 BCLL 00 Rep Stress Incr NO WB 0.37 Horz(CT) 006 6 n/a n/a BCDL 10. 0 Code FBC2017frPI2014 Matnx-MR Wind(LL) 0.13 9-15 >999 360 Weight: 124 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-3-8 oc bracing WEBS 2x4 SP No.3 REACTIONS. (IWsize) 6=1140/0-3$, 2=1140/0-3-8 Max Horz 2=140(LC 10) Max Uplift 6=359(LC 11), 2=359(LC 10) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORO 2-3=1888/840, 3-4=17071943. 4-5=1707/843, 5-6=1888/840 BOT CHORD 2-9=616/1642, 8-9=-291/1091, 6-8=615/1642 WEBS 4- 8=287/663, 5.8=-406/328, 4-9=287/663, 3.9=406/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vuft=140mph (3•second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=25ft, Cat II; Exp B; End., GCp1=0. 18; MWFRS (envelope) gable end zone and C-C Extertor(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 6 and 359 Ili uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Las PE No. 3486E MiTak USA, Inc. FL Can 6834 6904 Parka, East Blvd. Tampa FL 33610 Data: April 6, 2018 A WARNING - Vofly design parsmehrs and READ NOTES ON "OS AND INCLUDED MTEK REFERENCE PAGE AOL7473 nv. 1400=015 aEFORE USE. swees Design valid for use only with MTeld9 Connectors This design is based only upon parameters shown, and is lei an individual balding component, not a was Ayaem Before use, the budding designer must verify the applicability of design parameters and property mearpofate W ign s desintomeoverall budding design Bracing indicated is to prevent buckling of individual truss web andlor chard members only. Additional temporary and permanent bracing MiTek' is always requitedforsutoddyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Was systems, ace ANSUrPIt Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Sally Information available kom Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type pry Ply Park Sq/ PEMBROKE 23828-TRAY T13712249 PS02382A J7 JACK 18 1 I Job Reference [ocitionall m—rianaa LUIWoMl, oanuw, rL.. 1-0.0 I 3x4 = 0" Ju s Mar 11 zulb MI I eK Industries, Inc. Fn Apr b r t 4b:Lb zu16 ID arc_ mGOVeXMkBZxVadnsOUy3nnP-IsOzllvzoiWNA3TZ AZNwv4PGoRWNV8Jh1TtZi 4 Scale = 1.22 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.10 4-7 >836 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Ven(CT) -0.24 4-7 >349 180 8CLL 00 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a We BCDL 10.0 Code FBC2017frPI2014 Matnx-MP Wtnd(LL) 0.14 4-7 >580 360 Weight 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0.7-8, 4=90/Mechanical Max Horz 2=175(LC 10) Max Uplift 3=135(LC 10), 2=98(LC 10), 4=-8(LC 10) Max Grav 3=183(LC 1). 2=342(LC 1). 4=129(LC 3) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCOL=3.Opsf; h=25ft; Cat. If. Exp 8; Encl.. GCpi=O 18. MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurTent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.64 tall by 240.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 3, 98 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Juriu9 Lee PE No. 34999 NlTek USA, Inc. FL Can 9934 9904 Parlu East Blvd Tampa FL 33610 Date•. April 6,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AgTEK REFERENCE PAGE AOF7473 rev. 1402,2015 BEFORE USE Design valid for use only with MiTek® Connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property me rate this design duo the overall building design ShICM indicated is to prevent bucldmg of individual Coss web and%or Chord members only Additional temporary and pen anent braeng M iTekisalwaysrequiredfarstabilityandtopreventcollapseCobhpossiblepersonalinjuryandpropertydamageFergeneralguidanceregardingme fabnuti n, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Cnlads, OSS49 and SCSI Building Component Salary Information available from Truss Plate Institute. 218 N Lee Street, Sure 31Z Alexandria, VA 22314 6904 Parke East Sho. Tampa, FL 36610 Job Truss Truss Type City Park Sq/ PEMBROKE 23828-TRAYly T13712250 PS0238ZA KJ7 MONO TRUSS 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 Mi rek Industries. Inc. Fri Apr 6 11:48 27 2018 Page 1 ID:4oY5 ch8PrUapll MEKISyly3nnO-03yLEdwballEnD21Yu4cT7dczCoDUlaTvhDR66zTSOY 1S-0 5-4-0 9-10-13 1-5-0 5.4-0 4-6.13 Scale - 1:21 9 2x4 = I bx4 n S 3x4 = 5 4 0 4.6-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.58 Vert(ILL) 0.03 7-10 999 360 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0 49 Vert(CT) 0.07 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FSC2017/TPI2014 Matrix -MR Weight: 42 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 80T CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=416/0-7-8. 5=399/Mechanical, 4=244/Mechanlcal Max Horz 2=227(LC 4) Max Uplift 2=149(1_C 4), 5=126(LC 8), 4-184(LC 4) Max Grav 2=416(LC 1). 5=399(LC 1), 4=255(LC 18) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=810/180 BOT CHORD 2-7=352/750, 6-7=352l750 WEBS 3-7=0/275, 3-6=821/385 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 9-11-5 oc bracing NOTES- 1) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3 Opsf; h=25ft, Cat II, Exp B: Encl., GCpi=O 18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fist between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 2, 126 lb uplift at joint 5 and 184 It, uplift at joint 4. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vera: 1-2= 60 Trapezoidal Loads (plf) Vert: 8=0(F=10, B=10)-to-5=49(F=15, 8=15), 2=0(F=30, 8=30)-to-4=148(F=44, 8=44) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U869 MiTak USA, Inc. FL GQ 6834 6804 Parlu East Blvd. Tampa FL 33610 Date: April 6,2018 A WARNING - Vertu desien parameers and READ NOTES ON THIS AND INCLUDED aa7EK REFERENCE PAGE W 7472 ray. 10MUM1S BEFORE USE. Design valid for use ony with MTelda conneaots This design is based only upon parameters shown, and is tot an indmdual budding component, not a truss system 80*0 use, the budding designer mum verity the appbrabddy of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent bucldmg of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for aabddy and to prevent collapse with possible personal injury and property damage. For general guidance regarang the tati6whon, storage, delivery, erectm and bracing of trusses and truss systems, see ANSUTPIt Quality Cntaids. OSS49 and SCSI Building Component 6904 Parke East BNd Safety Infomutlan available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type City Pry Park Sq/ PEMBROKE 23828-TRAY T13712251 PS02382A L1 GABLE 1 1 Job Reference (optional Mid -Florida Lumber, Barlow, FL I." 3 4 4x4 = 8.130 s Mar 11 2018 MTek Industries. Inc. Fri Aor 6 11:48.27 2018 2x4 = 2x4 = 144 Scale = 1.16 9 a 344 344 LOADING (psf) SPACING- 2.0-0 CSI. OEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.24 Ven(LL) -000 2-6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.16 Vert(CT) -0.01 2-6 >999 180 BCLL 00 ' Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P Wmd(LL) 0.00 6 >999 360 Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=339/0-3.8, 4=339/0-3-8 Max Horz 2=44(LC 10) Max Uplift 2=118(LC 10), 4-118(LC 11) FORCES. ( lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=328/148, 3.4=328/148 NOTES. ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft; Cat. 11; Exp S; Encl., GCpi= O 18: MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1 25 3) Truss designed for wind loads in the plane of the truss Only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualrfied building designer as per ANSUTPI 1 4) Gable studs spaced at 2-0-0 oc 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb upldt at joint 2 and 118 lb uplift at joint 4 8) Truss is designed with, and confirms to the 2007 Flonda Building Code w/2009 supplements This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lao PE No. 34869 MiTak USA, Inc. FL Cart NU 6904 Padu East Blvd Tampa FL 33610 Daft: April 6,2018 0 WARNING - V&*V design penmehn and READ NOTES ON THIS AND INCLUDED AQTEK REFERENCE PAGE 611111-7473 nw. /aT312015 aEFORE USE. Design valid for use only with WWI), connectors This design is based only upon parameters shown, and is for an individual building component, not a truss syuem Before use, the budding designer must vent' the appecabday of design parameters and property incorporate this design into the owner building design. Bracing uMiuted is to prevent bucidup of individual truss web and%orchord members only Additional temporary and permanent bracing M iTek' isalwaysrequiredforValidityandtopreventcollapsewithpoaarbleertypersonalinjuryandpropdamage. For general guidance regarding the tabnrauon, storage, delivery, erection and brawg of trusses and truss systems, sad ANSVTPII Quality Criteria. OSS419 and SCSI Building Component 6904 Parke East Blvd Sahty Irdormadon available from Truss Pale Insldute, 218 N Lae Street. Sund 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY T13712252 PS02382A L2 KINGPOST 1 Job Reference o tional Mid-Flonda Lumber, Bartow, FL 8 130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:48 28 2018 Page 1 ID 17RObwWU0tlm867TO72P8y3oL-IFWjSzwDLKn5PNdy5brY?K9vHb61DJgcSLy_eYzTSOX 3-6-4 7-0-8 384 364 04 = 2 LOADING (pso SPACING- 1-0.0 CSI. DEFL. in loc) Udell Ud TCLL 20 0 Plate Grip OOL 1.25 TC 0.10 Vert(LL) 0.02 1.4 999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.04 1-4 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0 44 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matnx-P Wind(ILL) 0.01 1-4 999 360 Scale a 1.14 3 3x4 = PLATES GRIP MT20 244/190 Weight: 61 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purtins. BOT CHORD 2x6 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=2367/0.3.8, 1=2799/0.3-8 Max Horz 3=17(LC 12) Max Uplift 3=403(LC 8). 1=487(LC 8) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2655/458, 1-2=2655/449 BOT CHORD 1-4=378/2350, 3.4=378/2350 WEBS 2-4=364/2291 NOTES- (9) 1) 2-ply truss to be connected together with l Od (0.148"x3") nails as follows: Top chords connected as follows, 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf, h=15ft, Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1 25 plate gnp DOL=1 25 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 34-0 tall by 2.0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 lb uplrft at joint 3 and 487 lb uplift at joint 1. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 1068 lb down and 179 lb up at 6-7-0. 1068 lb down and 179 lb up at 4-7-0, and 1068 lb down and 179 lb up at 2-7-0, and 1692 lb down and 283 It, up at 0-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-3-10, 2-3=30, 1-2=30 Concentrated Loads (lb) Vert: 5=1692(F) 6-1068(F) 7-1068(F) 8=1068(F) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jullu9 La PE No. 34669 Wok USA, Inc. FL Cart 6674 6004 Park9 East Blvd. Tamps FL 33610 090: April 6,2018 0 WARNING • Varlfy design parameters and READ NOTES ON DO AND INCLUDED WEK REFERENCE PAGE MI.7472 rev. I0O2/20rS BEFORE USE. Design valid for use only with MTekaD connectors. This design is based only upon parameters shown, and is for an mdmdual building component, not a truss system. Serbia use, the budding designer must verify the applicability of design parameters and property mcaporsto INS design into the overall buddingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Adddmal temporery snd pemxanem tuadng MiTek' ISCOUP"alwaysrequiredforstabilityandtopreventCOUP" possible personal in" and property damage. Far general guidance regard" the fabrication, storage, delivery, erection and brsong of trusses end truss systems, see ANSVTPN Quality Criteria. OSS419 and SCSI Building Component 6904 Parke East Blvd safety Intomtadon available from Truss Plate Institute, 216 N. Lee Street. Suite 31 Z Alexandria, VA 22314 Tamps, FL 36610 4 • . r Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths Apply plates to both sides of truss and fully embed teeth. O';1fi r For 4 x 2 orientation, locate plates 0- '14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of theroutput. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. OSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS c1.2 C2-a O WEBS, 4 0 o a: U 0- o_ O H BOTTOM CHORDS 8 7 6 5 0 of O U o_ O H JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6 3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MM W1 MiTek MiTek Engineering Reference Sheet Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, a g. diagonal or X-bracing, is always required See BCSI 2. Truss bracing must be designed by an engineer For wide truss spacing, individual lateral braces themselves may require bracing, or aftemative Tor I bracing should be considered. 3 Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4 Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other 6. Place plates on each face of truss at each joint and embed fully Knots and wane at joint locations are regulated by ANSI/TPI 1 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8 Unless otherwise noted• moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant• preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements 12 Lumber used shall be of the species and size• and in all respects• equal to or better than that specified 13 Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted 15 Connections not shown are the responsibility of others 16. Do not out or after truss member or plate without prior approval of an engineer 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20 Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. I1 40-0-0 Sill I CJ CJ 111 a0-0-o 6-5-12 Sm m No 7-0-8 No 26-5.12 EM PARK SQ HMS / PEMBROKE 2382 - A 20 - HHUS46 FLR HGR 5 - HUS26 1-PLY HGR Mid -Florida z LL o aw a LL O H 12-4-0 27-8-0 Q) 7 7? 7 7 4C 4( I, IIIIIII, III.--I-I- IIIIIII, I-I-- IIIIIII1 IIIIIII, I I I- I IIIII NOUN!, 1 11 11 I 1I1 1 HHUS46 1 I 1 1 1 1111 GARAGE w 9-8-0 11.0 0 144 20-0-0 AM g 5*" 9I 13.4.0 i Floor Loading TC Live: 40.00 psf TC Dead: 10.00 psf BC Live: 0.00 psf BC Dead: 5.00 psf TC Stress Inc: 1.00 BC Stress Inc: 1.00 Spacing: variable Roof Loading TC Live: 20.00 psf TC Dead: 20.00 psf BC Live: 0.00 psf BC Dead: 10.00 psf TC Stress Inc: 1.25 BC Stress Inc: 1.25 Spacing: 2- 0- 0 o.c. J1 J3 1 8 - 4 2-8 0 SAfdFORD O`c OAR" Account: Job: PS02382A Designer: Checker: Date: 10-05-17 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form DI/VG Permit # _ # 18 - L 2 8 6 1 SANFORD 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, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinci.ora. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door w/Sidelite FL8871.6 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments InterWrap, Inc Rhino Roof Underlayments FL15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinciles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofinq slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Southeastern Metals Off -Ridge Roof Vents FL16994.1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Sig Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 3 z.. ` - r< - r — -.sue • .. - Itt db SOS Home j lop In User Registtahon Mot TOO= Submit Surcharge Stem 6 Facm Publiations ; FaC Stag ( SCiS Site Map I UnY.s searchrwFP ER:Pub Approval USER: Pubht User Prsduct ADDroval Menu > ProduC er AODIicaHDn Search > AnDficahon ust > Appllcatlon Detail Fl-^ FL8871-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived (] Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Valldated By Ryan 3. King, P.E. 1q:, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL6871 R8 COI (b) Certificate of indeoendence.odf Standard ASTM D1929 ASTM 02843 ASTM D63S ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL8871 R8 Eouit• (b) Equivalencv of Ctandardc.stif Year 1996 1999 2003 1998 2000 199S 1994 https:/hNr\v)A,.floridabuilding.org/pr/pi_app_dtl.aspx?parain=wGEVXQvatDgt3,3Ij Wak2nHr... 1/26/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/17/2017 10/17/20i7 10/19/2017 12/12/2617 FL # Model, Number or Name Description 8871.1 a. "aassicCraft Rustic" Series 3'6 x 8'0 "Impact' Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. Installation Instructions FL8871 R8 If (b) Inst 8871 i.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE (b) Eval 8871.1.odf Created by Independent Third Party: Yes 8871.2 b. "ClassicCraft" or "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. Installation Instructions FL8871 RS II (b) Inst 8871.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE (b) Eval 8871.2.odf Created by Independent Third Party: Yes 8871.3 I c. "ClassicCraft' or'ClasslcCraft Rustic" Series 3'6 x B'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClasslc and Installation Instructions FL8871 R8 11 (b) Inst 8871.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE fb) Eval 8871.3.odf Created by Independent Third Party: Yes SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.4 d. 'ClasslcCraft' or "ClasslcCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelltes (OXO) - inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: N/A Other. See INST 8871.4 for Desigo Pressure Ratings by specific Model and for any other additional- use limitations and installation Instructions. (For FiberClasslc and Installation Instructions FL8871 R8 it (b) Inst 8871.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE (b) Eval 8871.4.odf Created by Independent Third Party: Yes SmoothStar sidelites, this product approval requires the use of "I' part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.5 e. "FlberClasslc' or "SmoothStar" Series 3'0 x 8'0 "Impact' Opaque Fiberglass Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.S for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. Installation Instructions FL8571 RB It (bl Inst 5871.S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE (bl Eval 8871.S.odf Created by Independent Third Party: Yes https://wNv,,v.floridabuildina.org/pr/pr ... 1/26/2018 Florida Building Code Online Page 3 of 3 8871.6 f. 'FiberClassic" or "SmoothStar' 3'0 x 8'0 'Impact' Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 RS It (b) Inst 8871.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R8 AE floe Eval 8871.6.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of ')' part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 g. 'FiberClassic' or 'SmoothStar' 3'0 x 8'0 'Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 I1 (b) Inst 8671.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.7.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of 'I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.8 h. "FiberClassic', 'SmoothStar", 6'0 x 8'0 'Impact' Opaque Fiberglass Double Door ()0) - ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLS871 RR It (b) Inst 8871.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 RB AE (b) Eval 8871.8.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 1. "FiberClassic", "SmoothStar', 6'0 x 8'0 'Impact" Opaque Fiberglass Double Door with ClasslcCraft" or 'ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8671.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.0.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of']" part numbers for these sidelites, which have been stained or painted within six months of Installation.) eedt Nett Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 050-487.1824 The State of Flodds Is an AA/EO employer. copyright 2007.2013 State Of Flnnga.:: Pdvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your o mall address released In response to a public -records request, do notse'td electronic mail to this entity. Instead, contact the office by phone or W traditional mall. If you have any questions, please contact 850.487.139S. •Pursuant t0 section 455.27S(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 emalls Provided may be used for official communiration with the llcensde However email addresses art 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 45S, F.S., please dick here . Product Approval Accepts: rM®0LRE-10 Credit Cord Safe https://v\nA,at. floridabuilding. orglprlpr_app_dtl. aspx?param=\\,GEVXQNArtD gty3Ij N ta1-2nHr... 1 /26/2018 THERMAITRU 0 TMERMA TRU DOORS 1 1 6 INDUSTRIAL DR.. COGERTON• OH 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT' DOOR w/ "NON -IMPACT' SIDELITE INSWING / OUTS WING GENERAL NOTES I. 1hh product has been evaluated and Is is compliance vhlh Ilne 611% Edition (2017) Radda Buldhi; Code (FOC) sb uctu al fequoements including the Vgb Velocity I lwdcane Zolte" (HVIQ). Z Product anchor; shoo bo as Bsled and spaced as shown on detail Anchor embedment to base material shol be beyondsvo8 dmssing or stucco. 3. When used h the HVHZ' the opaque door comples wBh Sac Ron 1626 of the Rondo BW ng Code and does not require an Impact resistant coming. IN non4mpocl sidelle must be protected with on I pacl reshlonl covering complying with Section 1626 of the FBC. 4. When used In areas oulsido of the'HVHP• requiring wind bome detnk protection. The opaque door complies wilh FBC Sections 1609.1.2 L R301.21.2 and does not require on Impact reslslonl covering. The opaque door meets missile level T) and Includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 16M.1.2.2 d R301.2.1.21. the nor knpact Wailes must be protected wslh an U pocl resklonl covering complying with FBC Sections 1609.1.2 & R30I.2.1.2 S. For 2 t stud Damng comiruclion• anchoring of these units shall be the some as that shown for 2x buck mosony, construction. 6. Silo condilbrx that doWale from the details of this drowly require further engineering analysis by a 6cerssed engineer at registered achilecl. 7. Outswdng configurations using coastal W item 04 under active doors• and of sib used under the Wailes. meet water nlillollon requicmonis lor. HVHZ'. B. tang configurations and outswfng configurations using sill item RS undo the door do not meet Iho water Infilhoiron requirements for the 11VHr and shall be inslnlod a* In non4roWlobte areas or of hobiloblo l000tiass protected by an overhang at canopy such that The angle between the edge or canopy or oveshong to sW Is km than 45 degrees. TABLE OF COW&M T ofetovoldons.lost assures"DIOS Door panel details (Smoolh staDoar$ I#EErDESCRIPTION nel decals fiber classic) Sidetrte net delnHodranlolcrosssecl'orn 6 1 Verlicalcross socllom 7 Vertical cross sections 0 Buck and frome anchoring - 2X buck mono conslnrcllon 9 frame one - IX Luck mosorny construction ID Com nenls S Gladrg delaBs I 1 B7 of Mala s SUS' MAX. OJ, FRAME WID1H -- 37JS MAX. 1550• MAX. FRAME WIDTH FRAME WIDTII 3600 MAX. I _ 13. 7SMAX. ' PANEL WIDTH PANEL VMRI Z. Ul P P DESId WESUR,(PSFf. DOOR TYPE. wfNG:;: fir?RAM': a' ' fa', 7%.r.' ''`'i`+`a?=-' F'aDIAAEN$ION"c'OSI1lVE'i'NtGAi1VE INSWING 54.75" x 90.00' 60.0 60.0 SMOOTHSTAR OUTSWING 54.75" x 96.50" 65.0 65.0 INSWING S4.75" x 98.00" 60.0 60.0 FIBER CLASSIC OUTSWING 54.75° x 96.50' 65.0 65.0 See Shoal 101a degn prenuo fimlolbra. u N.T.S. DWS m ! FS aD rro: FL- 887f.6 r 1 or I1 I 4d 47 T EXTERIOR .P4) 1 43 47 L DETAIL A.A J e.rQ0nolAstor 00000,00 000000000000000000000000000000000000000000000000000D.. 00000000000000000000000 001 0000000000000000000000 000000000's 0. 00000000000000000000000000000000000000000000010 000000000000000A MAIL A -A Pone] wintoicement T I INTERIOR I'*'\ HORIZONTAL CROSS SECTION 9 TYP, 4 CORNERS OF PANEL M %; Nma:l-1 I amma ajpC LE in p z L EXTERIOR INTERIOR r Im -1 VERTICAL CROSS SECTIONAREAMAX ( 28.8d7C OPEN 2 rr DWS ar LF's MID 'ID FLj-8 71.6 or -LL 64 66 d7 6T EXTERIOR 7 61 63 ram ti ti;:: _r cr'; .i•si•°e ':.tS L LTEUILA-A J AIR FBwdOssk 0000000 U 000000000000000000000000000000 63 00000000000000000000000000000 6d 000000000000000 O000000000060000 000000000 0 ?. 00000 000000000000000 0000000 28.86'xOPEN 00000000 AREA MAX. 0000000 d5 00000000000000000000000 DEFAIL A -A Pone) Ieulloicemenl INTERIOR rl"N HORIIOMAL CROSS SECTION 3 N:7 i 4't0 um y 3mo,( 9a A. m 8 ?u EXTERIOR INTERIOR N JGE S lE dS B O ' eVERTICAL CROSS SECTION rr OWS en LFS w+o nu: FL-8871.0 R1 J1 i 4 4 72 57 59 6.4 MEXIMODRLO. -- 58 S7 72 71 71 71 T * S13.15 MAX PANG Z WIDTH 4 •'.. •. J 1 O5767 ` J ii r i d a 6 U VI •: Z 69 49 n Nf GI RJIERIOR GI 26 e 0 m n23V 4 1 HORIZONTAL CROSS SECTION 8Ea a q (Classic uoll a wlk) Gt G3 S1d I 4 G2 o o 0 0 4— 6.5rMAX.D.LO. E TERIOR MERIOR o MERIOR IMERIOR EXIERIOR MMIOR 0 e. 72 67 69 G2 G2 d8 72 /g d1DCIER1oR67 69 Y a 26 23 oI g o 10 SIDf1RE NE 69 26 INIERI 26 69 49 4 m Lsr 2 HORIZONTAL CROSS SECTION „ 4 IFRser classic) u Ln u 0 41slde4le r 57 d7 47 n 48 a71' MAX D.LO. — 48 - I 1.IEr -- 72 47 FXIERIOR 47 72 8 W 6a rx j2 58Ed68 48 = R SL 2 Skleile 49 G3 IM9tIOR G3 49 esrc 05 22 00 i2323 sw, N.T.S. 3 NORIIONTAL CROSS SECTION 73 73 73 am w: ows ; 0 4 (Smoolhslos) GK ". LF ; 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION BRAW ` ND' o 73 sB OMOAI RA q (Classic call a ruslk) q (Rber classic) q (Smoolh sloe) FL-6671.6 n SPIED OF_] L 10 1 2 d 6 7 7e E ttt Q'C • C T: o;~ o:- Ni o 0' 3 5 INTERIOR 70 r N 0A.: z Z ro I W 19 5 of) m 0: IL LA lor IL 5 18 EXTERIOR rclid1.1M'MIN. r o„ EMB. QYP.I 4 HORIZONTAL CROSS SECTION m5Shownw/1Ksub-buck E D 3 3 D 0 B d 6 7 7 g a a 5 e 6 d °• L 0.15 6 6 7 7 DAS L n MINK L MINK —{ I API YPI I . u 8 9 9 8 R rn a 70 o r u iw 10 INTERIOR N`• 10 INTERIOR o L 1 lV Q 1• l7OON OZ EXTERIOR 70 z u° a. 12 12 40 EXTERIOR 40 M 16 N M C 05 22/08 StUL N.T.S. 4LC11 14 E ora or. OWS mI-I/tMIN. d0 60 1.1/•MM. EMB. pYP.I EMB, (IYP.) crtt er: LFS 3 CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5pw. ,a, eHORIZONTALSGvlsvnngshown-kxwvg 5 Oulswmgshown-Inswing S ngshown-h.Bg FL-8871.8 naKoapprovedolsoopproved01.1 aBo approved sa¢R ._ oa_ " 0 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 Oulswingshown-Inswig aho approved EXTERIOR INTERIOR EXTERIOR //— INTERIOR eVERTICAL CROSS SECTION Shown w/Xsub-buck EXTERIOR INTERIOR INTERIOR rri:url ta n R ul z d o 0 u z r .: z i ozu g40 mn0 60 eVERTICAL CROSS SECTION Ouhwing con see genes., rsersss sheel 1 or wHrwater Inlillrollon requirements INTERIOR EXTERIOR Sus: N.T.S. VERTICAL CROSS SECTION Inmvlsng eonllgLff see general notes sheet 1 for?m,r water mirollon reepAtanenls e VERTICAL CROSS SECTION 6 Inswing conrWalion see ggeneral noles sheel 1 for'1lvIIr water InfJhalbn le ukemenls 6 VERTICAL CROSS SECTION 6 OulsvMg eonWallon see gesserol noses sheet 1 for 1iV1iZ'water inObolIon requhemenis m rtr: DWS oa US IA: FL-8871.6 gw —L rr1 70 ME9 8 2i 6 E EXTERIOR 1I INTERIOR 1 VERTICAL CROSS SECTION 7 Oulswingshown-r"" olso oppoved EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 7 Yawing conllguollon EXTERIOR // INTERIOR 2 VERTICAL CROSS SECTION 7 j Shown w/Ixsub•buck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 7 Inswing configvw4on o ra ice:• INTERIOR EXTERI&I/1l1j* Pt 7cN e{ F Ea imZu uv ci n r ce m 7 3 VERTICAL CROSS SECTION I o 7 lo t 01 INTERIOR EXTERIOR onn 05122108 swc M.T.S. M. an DtVS aK er. LFS 6 VERTICAL CROSS SECTION 01 wo N0. 7 Oulswbigconllgimlion FL-8871.E aim Z or " i MASOW OPENIN( 2X BUCK 77 77 D II TYP. HEAD al JAMBS II MULLION II SHOWN FOR REFERENCE ONLY 2 d II II Ir RUCK ANCHORING CONCRETE ANCHOR NO I. Concrete anchor ADcollons at the comets may be odjwled to maintain the min. edge d1slonce to mortar Joints. 2. Concrete cochorlowlions noted as *MAX ON CENTER" must be od)Losfed to maintafn the min. edge clstance to mortar Joints, qddlfionol concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: HINGE JAMS MIN.-CLEARANCt.`• INM VASONRY" TOADJACEN!"' SIZ E 11w • TAPCON 1/4- 1.114, r 4* ELCO NoUVRACO 1/4- 1.1/4- 1. 4- WOOD SCREW INSTALLATION NOTES: I. Maintain a m1rdmum 5/8' edge distance, I-endcolance.& I-o.c.spocingot wood screws to prevent The spfillkV of wood. T 7" TT—T Pf z MASONRY TYP. HEAD & JAMBS 10 5 C! Inmm ID IL 1X OPENING 0 Cc 2 Li FRAME-/ TYP. Q R 2XBUCK MULLION its I TYP. SILL TYP. SILL 0 SC MAME ANCHORING STRIKEJAMB Masonry 2X buck conslrucibn HINGE DETAII MICH A DEADROLT DETAIL LL. N.T.S. Oro DIVS op. LFS so NO, FL-8871.6 LT _L orb a THIS ANCHOR REO•D . i ONLY WHEN DP > 60.0 PSf N 4. TYP. HEAD b ~ JAMBS MASONRY OPENING Ek In LJ o FRAME TV. IX BUCK TY . to MULLION F L M. SILL L TYP. SILL HINGE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING I. Concrete anchor locations of the corners may be adjusted to maintain the min. Masonry Ix buck conslluclion edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' crimerulon are not exceeded. 3. Concrete anchor table: iqN HOR ANCHOR MIN. •`. `:::. Ml, CLEARANCE MIN:GLfAIjANt;f t;70;'AQJACEMe;; EMBEDMENT: TO MASONRYi % z; IYPE:r. :;`•:SIZEi:•: t;::... t..: '. •:EDGEt FANI:NOR 11W ® 1 4" 1-1/4" 2" 4" 7APCON Wr SCREW INSIALLAt1U NURSSCREWINSIALUIIC7NUIS 1. Moln,oln o mWmum S/8' edge dUlonca 1' end dhlonGe. 6 1"o.c. spacing of wood screws to prevent the spilling of wood. STRIKE JAMB LATCH A DVADBOIT DETAIL HINGE DETAIL 14 z 04 m us oaw m DI` v g si0 O cIJ ep t N.T.S. Or. DWS or. LFS DID LIDt FL-8871.8 Lori 5.7T 1 S.W T-1 SbT fflESOID rNdMESILQLD IRESILOLDXB__ Innving ocQuiloble hwft ociftisloble k:,/ InsmAng sell-o*sl 4.57* VffJSQjP -- k-kv -1101 1/7 GLASS WE S= 14G SIDIFIR 3/4* THK. GLASS I/B*TEMP. AIR SPACE 1/8-TEMP. SWIGGLF GLAZING 24 SPACER GI G ZING DETAIL r InpUIo ad &u101-mm Oulswtng slmd-d MCGLASS G2 lossI'IrW.1.olad gloss 5.83' j 6N.1 .ESJOID Inswing MAX. DESIG14 PRESSURE 50 PSF GLASS I/IrTEMP. AIRSPACE 1/irlemp. SWIGGLE GLAZING SPACER 7116 GLASS BnE in,7Hr- AA GLASS I/B'IEMP. AIR SPACE 1 1/8"llemp. OAV, 05/22/01 j2S' SIEsuu 24 EL M. T.S.41ERCEPT M. fff: DIPS P7CER COLrp G3 GLAH G 017;IL ORMID fv LFS J, j FL-8871.6 sass or 111 BILL X. 00 n e o U Z i o N S gmcgga 4 O IT 7u b s J G Q ao s n a C n u N r` o 0 s BeyO o Fr s Qo Law a i NzNOTE: WOOD DOOR COMPONENTS: PINE (SG>= 0.42( a 5122108 N.T.S. 9 oac or. OWS n aac rr. LFS >. FL-887t.e o° SM[R „],J-OTC n0 Of MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 % BUCK SG >= 0.55 WOOD 40 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG >= 0.55 WOOD 41 DOOR SKIN 0.072" iHK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS C MAX. 1/4"SHIM SPACE w000 42 LOP RAIL SMOOTH STAR COMP. D 14" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 43 LOCK STILE (SMOOTH STAR WOOD/LVL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT301ORHOLLOWBLOCKCONFORMINGTOASIMC90 CONCRETE 44 I TINGE 5111E SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTFI STAR COMP. F 1/4' X 2-3/4" PFli 111N CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL H 3/16" % 3.1 /4"PFH ITW CONCRETE SCREW STEEL 47 FOAM CORE POLYURETHANE I I/4'X2-1/4"PfHI1WCONCREIESCREW STEEL 4B SIDELITESKIN SMOOIHSTAR FIBERGLASS J 1/4' X 3.3/4"PFH IIW CONCRETE SCREW STEEL 49 LITE FRAME SMOOTH STAR PVC K 1/t' X I-3/4' PFH II1V CONCRETE SCREW STEEL 57 FOAM CORE POLYURETHANE L N 10 X 2-1 PFH WOOD SCREW 1.15' MIN, F1vIBEDM STEEL 58 SIDEUTE SKIN CLASSIC CRAFT FIBERGLASS M 09 X 2-1/7 PFH WOOD SCREW STEEL 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS N 2X MUL Florida Building Code Online Page 1 of 3 SOS Home Log In j User Registration ; Hot Topic l Submit Surcharge Stan& Facts Publications FSC Staff SC15 Site Map Links Search I' bi Product Approval p USER: Public User Cmrccx fir _+ Product Approval Menu > ProduG or Application $earCh Application List > Application Detail Er° FL R FL1S332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived LI Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence FL15332 R4 COI FLCOLodf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org./P r/pr app dti.aspx?param=wGEVXQwtDqtH8572gvdWId... 2/1 /2018 Florida Building Code Online Page 2 of 3 Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/iS/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 15332.1 I SERIES 420 ALUMINUM SGD 1 REINIES 420 FORCED LUMINUM SGD OXO 145-3/4"x8O" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 5108070.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 I SERIES 420 ALUMINUM SGD I REINIES 420 FORCED LUMINUM SGD OX, XO, XX 96"x8O" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00498E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510805D.odf PRESSURE RATINGS Created by Independent Third Party: Yes' 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-02248C.odf 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 FLIS332 R4 AE S12968C.odf PRESSURE RATINGS Created by Independent Third Parry: Yes 1S332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-02249C adf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512969C odf' PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 fI 08-022SOC.odf 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 FLIS332 R4 AE 512970C odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 I ASERIES 420ILUMINUM SGD REINFORCED I SSEERIIE6S 420 REINFORCED ALUMINUM SGD OX, XO, XX Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 iI 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S108060.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLI.S332 R4 II 08-00SOI.E.odf 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 https://www.floridabuildina.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWId... 2/ 1 /2018 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 5108080.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGO SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-OOS02E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510809D.odf PRESSURE RATINGS Created by Independent Third Patty: Yes 1S332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGO XXX ALUMINUM SGO 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.odf 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 FLIS132 R4 AS 5108100.0df PRESSURE RATINGS Created by Independent Third Party: Yes Conner Us :: 2601 Blair Stdne Road Tallahassee FL 32199 Phone: 8SO-487-1824 The State of Florida Is an AA/EEO employer. Cooynnht 2007-2013 State of Florida.:: Privacy Statement :: accessibility Statement :: Refund Statement Under Florida law, email addresses are pubic records. If you do not want your a -mall address released In response to a pudic -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 8SO.487.1395. 'Pursuant to Section 45S.275(1), Flonda statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emails provided may be used for Official communication with tree 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 4S5, F.S., please dick here . Product Approval Accepts: Crcb& Catrd- Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw-tDgtH85 72gvdWId... 2/l /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 1910 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 141INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE = MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REVISIONS ' I REV I DESCRIPIgN I DATE I APPROVED A JADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 R.L B REVISED INSTALLATION OETAILS 08/03/15 R.L. l C REVISED INSTALLATION DETAILS 06/21/17 R.L ' SIGNED: 0612112017 MI WINDOWS DOOREETRS LLC R I Ito65oWESTMARMRDE5 //i 9d+' PA17030GENSFp 6,25 i1 SERIES420SGDREINFORCEDWITHOUTADAPTER96" X 96" NOTES lTATE OF O' in•: c(pR10 • DRAWOnNDREVOB1- 1 9 C 1!ss10NA 1 10"v\ LUIS R. Lomas P.E. FL No.: 62514 SCALE NTS wiE 10/30/13 OF 10 L ROBERTO LOADS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27022 434. 60-0609 VOa+natLOMbnusps mn I FI HI 6" MAX - 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART S3 FOR NUMBER OF LOCATIONS REQUIRED 17 MAX I r^r O.C. -I 6' MAX 17' MAX O.C. 16' VAX AME IGHT 6" MAX I 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.OPSF NONE SEE CHARTS Of AND 12 FOR OTHER UNITS RATINGS NOTES. I MAXIMUM PANEL SIZE 48 1/1'x 95• 2. MAXIMUM D.L.0:4454i•x90544' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314.ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS 199.17-195) AT EACH END OF PANEL BOTTOM RAILS MINUM 6063-T6 REINFORCEMENT (BBB) AT ALL PANEL INTERLOCKS CHART # 1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. CFF NATF o .CNFFT r RLVISIOM " REV DESCRvnoN DATE APPRWED A ADDED FL NCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. Design pressure chart (pso Frame Sngb WidthwWTotalFramo01h in) Fklghl 30.0 36.0 1 42.0 480 n) 60.00 72.00 B4 00 9600 Pos Neg Pas PosA-35100 84.0 40.0 5B.4 400 40.0e6.o 40.0 55.2 EO. E 40.0 tNey 39.492.0 100 52A 00 37.1 96.0 40.0 49.8 36.+ 38.4 35.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (psi) Frame Single Panel and Total Frame VNdlh (1i) Height 30.0 36.0 4ZO 48.0 60.00 72oo 84.00 96.00 Poa Nep Pos Nag Pas Neg 84.0 5B 4 56.4 50 9 50.9 12.0 42.0 ee.o 55.2 55.2 46.0 48.0 M04 39.4 39.492.0 52.4 52.4 45.4 45.4 37.1 37.196049849.8 4.1 43.1 35.0 35.0 CHART B3 Number of anchor locations required Flame Single Panel end Total Frarle V*11h (m) Height Jo.0 36 0 42.0 4d0 n) 80.0 72.0 d4.0 06.0 H6S Jamb HdS Jamb N6S Jamb H&S Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 8 92.0 4 8 5 6 6 6 6 6 98.0 4 6 5 6 6 6 6 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION wAwlt D1e0 MD. a V.L. 08-02249 saLE NTS 50E 10/30/13 ( s-2 OF 10 L. ROBERTO LOMAS P.E. 1432144000FORD RD LEWISVILLE, NC 27023 434.699.0W9 ftm"*&bnutp.Epn SIGNED: 0612112017 I0 r,•(•+ENS,gJ+i A0 TAT OFi o 'c ORID'• ` ONA j10Nc Luis R. Lomas P.E. FL No.: 62514 1 6 FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX - r—r 17O.' MAX I C- 6" MAX 17" MAX O.C. 6' _- AX UAE GHT 6" MAX 6' MAX I 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED 135.OPSF NONE SEE CHARTS #1 AND #2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE MOUNTED HANDLE SET (99-D4-145) AT 38 3/4.ON CENTER FROM PANEL BOTTOM LLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS 1M6063-76 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS REVISIONS REV DESCRWTION DATE APiROJED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2'x 95' 2. MAXIMUM D.L0.:44&8'x905/8' CHART 14 Number of anchor locations required Frame Single Panel and Taal WI VNOIh (h) kie ght 30.0 36.0 42.0 1 48.0 le) 60.0 72.0 64.0 96.0 H8S I Jamb H8S IJamb HISS Jamb HLS Jamb 84.0 4 8 5 6 8 1 6 6 6 88.0 4 6 5 1 8 6 8 6 6 92.0 4 6 S 6 6 8 6 6 9a0 4 6 5 6 8 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION DRAWN: DRC NO. V.L. 1 08-02249 SCALE NTS DATE 10/30/ 13 1-3 OF 10 L. ROBERTO LOMAS P E. 0432 WOODFORD RD LEWISVILLE. AC 27023 434.688.0609 ffibmas@a/anuspe owe SIGNED: 0612112017 ZINZ., GENSF9iP o4TRAT70-F . D o d' is`pNA 11\\ Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE 1 3/8• MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK I BY OTHERS 1/4- MAX. SHIM 110 WOOD SPACE SCREW j10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. IENT AIN. LUUL vizTANCE 1 3/8. MIN. EMBEDMENT 1/2• MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS' REV DLSCRIFDON DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 05/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.I. Ir, 1/4• MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DRANM ONO NO. R V.L. 1 08-02249 SL1LE NTS I DUE 10/30/13 1 SWET4 OF 10 L ROSERTOLOAIAS P.E. 1472 WOODFORD RD LEMSVRLE. NC 27023 434-M 009 r9Dn119 DLbmnM cnm SIGNED: 0612112017 01111111I///, s R - L 0If EDOF,tr, Luls R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE r 1 1/4' MIN. e EMBEDMENT CONCRETE/ MASONRY L 1 4' MAX./ BY OTHERS J SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE IN A BED OF APPROVED SEEALANT 2 7/8" MIN _ SEPARATION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION A. 1 1/4" MIN. EMBEDMENT- 1' MIN. EDGE DISTANCE RMSgNS DESCFOPWN DATE APPRWLD ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS 08/03/13 R.L REVISED INSTALLATION DETAILS 00/21/17 R.L. 1 1/4" MIN. EMBEDMENT 1/4' MAX. SHIM SPACE MIN • INTERIOR EDGE DISTANCE I + v MIN SEPARATION 3/16' TAPCON EXTERIOR — CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/21/2017 MI DOOREETRS LLCII 10,,,,,, 6soWINDwWSESTMA GRATZ, PA 17030 GEMSF 9tp SERIES 420 SGD REINFORCED WITHOUT ADAPTER b 6 6 •*= 96" X 96" FRAME INSTALLATION DETAILS A TAw` owmN INlD NO REV p' • °( p R10P • 08— 022249 C i SS pNA suu NTS LwE 10/30/13 6 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 as Luis R. LomasOSP.E. 434.61b•0W9 fPWWt lk Mwps Cam FL No.: METAL STRUCTURE BY OTHERS J10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. I EDGE DISTANCE 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4' MAX. M SPACE OR LING SILL TO BE SET IN A BED OF APPROVED SEALANT l- 1/2" MIN. EDGE DISTANCE L_ , 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRrMDN CATE A PW40 A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4' MAX. SHIM SPACE INTERIOR J EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI DOORS LLC 1R IILO650DOWSWESTMARKETSSTREETJ\SGRATZ• PA 17030 GENgF 9s! SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 B26 *= 96" X 96" 9 q FRAME INSTALLATION DETAILS AATE ; TAT O. i T•:!OR10:• D"wR olrC ND. REv 08 C sS/OIII11 aG\\\ SME NTS Iwic 10/30/13 ISO '759 OF 10 L.ROBERTOLOMASAE. IM WOODFORDRDLEMSVILLE• NC 27023 LUI! R. Lomas P.E. FL No.: 62514N4•6!!OW9 d9mas0bloompe mn 1/2- MIN. RLVIsais , I EDGE DISTANCE REV ocsCRwmN DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/1D/13 R.L. WOOD FRAMING 1 MIN. OR 2X BUCK EMBEDMENT B REVISED INSTALLATION DETAILS 00/03/15 R.L. BY OTHERS C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4" MAX. SHIM SPACE 110 WOOD SCREWS EXTERIOR LU UA INTERIOR f0 BE SET IN OF VED SEALANT 110 WOOD SCREW WOOD FRAMING OR 2X BUCk BY OTHERS MIN. AENT GVVC Vl.11 4'.liL VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 1 /2' MIN. INTERIOR EDGE DISTANCE rc—= _ 1 ..1 willillmlo jILLS. EXTERIOR J// JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WIN650DOWS AND WEST MARKET STREET OORS LLC GRATZ, PA 17030 ll lllCpif i OFNSF'9J1' g *•' ,INDyB6 — SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS ti A , TAT OF L 0' • ' C(pR101, • ` ss/OIIlA111 aG``\ DRAWN: V.L. DIrO No. OB REV C SCALE 0.°E 10/30/13NTS R 79 OF 10 ILROBERTOLOMASP.E. 1432 WOODFORD RD LEWISVILLE, NC 2AV3 434.6M-0609 dbm+sLftom kwro LUIS R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2- MIN. EDGE DISTANT J10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS OrAs s REV DESCRIPTION A ADDED FLANGE AND FIN INSTALlA71ON 0 REVISED INSTALLATION DETAILS C REVISED INSTALLATION DETAILS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION DATE APPROVED 12/10/13 R.L. 08/03/15 R.L. 06/21/17 R L VERTICAL CROSS SECTION SIGNED: 0612112017 METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST STREET p%tIIlllr/j J\SSFgU' RATZ. MPAK17030ET SERIES 420 SGD REINFORCED WITHOUT ADAPTER TF g11MO; vFLANGEINSTALLATIONDETAILS NOTES. DRAWN: o1V0 N0. RCV J D;a 'c, '' f' DR1 \ 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, FOR CLARITY. TER OB C i ln••, •' l 1/ 0/011VA 1 02.PERIMENOT AND JOINT SEALANT BY OTHERS TO BE scALE NTS EY1 10/30/13 RB9 OF 10 DESIGNED IN ACCORDANCE WITH ASTM E2112 L. A09ERTO LOMAS PE 1432 WOODFORD RO LEWISVILLE, AEG 27029 LUIS R. Lomos P.E. 434-W-0609 mmatOtt spew FL No.: 62514 1 1/2" MIN. 1' MIN. RrASIONS EDGE DISTANCE I RN DESCRIPTION APPROVEDSEPARATION A ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R.L. B REVISED INSTALLATION DETAILS 00/03/15 R L e' , ! C REVISED INSTALLATION DETAILS OB/21/17 R.L. 1 1/4" M IN. EMBEDMENT 1 1 4' MIN. CONCRETE/ MASONRY EMBEDMENT BY OTHERS MAX. SHHIMIM SPACE 1X BUCK 1/4" MAX. TO BE r SHIM SPACEIPROPERLY1I INTERIOR SECURED MIN. SEE NOTE 3 EDGE SHEET 1 DISTANCE 3/16" TAPCON f 3" EXTERIOR INTERIOR MIN. SEPARATION SILL TO BE SET IN A BED OF 3/16" TAPCON EXTERIOR APPROVED SEALANT 3/16" TAPCON fill I CONCRETE/MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRETE/MASONRYINSTALLATION MASONRY/ OPTIONAL 1X BUCK CONCRETE BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, y 1 1 /4" MIN. NOT SHOWN FOR CLARITY. a•' •' EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE nI a•: •• DESIGNED IN ACCORDANCE WITH ASTM E2112 a ' SIGNED: 0612112017 L2 MI WINDOWS AND DOORS LLC 0%J1111111o//// 7/8" MIN• _ 1• MIN. SEPARATION EDGE DISTANCE 5650WESTMARKETSTREET 11 GRATZ, PA'17030 •ENS,9,% VERTICAL CROSS SECTION it = SERIES 420 SGD REINFORCED WITHOUT ADAPTER *' y1Vo 7; CONCRETL/MASONRYINSTALLATION 96, X 96" 0;. FLANGE INSTALLATION DETAILS o , ST s," DRAWN: Ow0 H0. REV !(OR P ••"\ v.L. 08 C '//// O scALE Da[ LT99 01VlA1NTS10/30/13 OF 10 LROSERTOLOAMSP.E' Luis R. Lomas P.E. 1432WOODFORDRDLEWISVILE,AC27023 434•6w-OM AbffjS*&bM*&.cnm FL No.: 62514 WOOD FRAMING I 1/4" MAX BY OTHERS I SHIM SPACE 1 MIN. EMBEDMENT T APPROVED SEALANT BEHIND FIN 08 WOOD SCREW 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE INTERIOR EXTERIOR aLVISANS REV DESCRIPIM M7E AP A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R L. 1 5/8" MIN. EDGE DIST. - P ' TRIM ° 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP — 1X BUCK TO BE PROPERLY SECURED 3/16" JAMB INSTALLATION DETAIL EXTERIOR -"-- PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INSTALLATION HOOK STRIP INSTALLATION MASONAYCONCRETE 1/2" MIN. METAL STRUCTUREDGEE1/2" MIN. 1 1/4" MIN. DISTANCE BY OTHERS r EDGE DISTANCE EMBEDMENT TRIM WOOD FRAMING BY OTHERS INTERIOR TRIM INTERIOR 1/4" MAX. 1 3/8" MIN. TFSHIM SPACE EMBEDMENT HOOK STRIP 10 SELF DRILLING HOOK STRIP — 1 D SCREW D EXTERIOR I S10 WOOD PANEL SCREW NTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR METAL STRUCTURE HOOK STRIP INSTALLATION SIGNED: 0612112017 2X BUCKANOOD FRAMING ILI II VERTICAL CROSS SECTION DOORS REET LLCMI650DOWSWE5TMARKET GRATZ, PA 17030 5 1R 11` 0 i/i GENS- 9+% it=_ D, 8V'O SERIES 420 SGD REINFORCED WITHOUT ADAPTER WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS4.9. NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 2PERIMSHOWNFOR CLARITY.. L. ER AND JOINTEALANT BY OTHERS TO BE 96" X 96" NAILFIN & HOOK IMSTALLATION DETAILS b fU1/.bG.o oD; STAT ClOR101:• zjsS/• 11NA110 op"It. V owe ft 08-02249 aEv C E NTS DACE 10/30/13 SI'rT10 OF 10 DESIGNED IN ACCORDANCEWITHASTME2112 LUIS R. Lomas P.E. FL No.: 62514 L RODERTOLOAIASPE 1432 WOODFORD RD LEWISVILLE, NC 27023 434-Wfi- 609 Ramat&Awws s tom Florida Building Code Online Page 1 of 6 SCiS Home I L.og In I User Regisbauon Hot Topics I Submit surcharge I Stars 6 Facts i Publicauons Fac Stag f SCIS Site Map Unks Search a Product ApprovaldbprMsUSER: Public User Product Approval Menu > Pfpol![t or Aoolieaeon Search > Application List > Application Oetali FL R FL15279-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated reapply 11/28/17 Clopay Building Products Company 8585 Duke Blvd. Mason, OH 4SO40 513) 770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Listing Intertek Testing Services NA, Inc. Gary Pfuehler G Validation Checklist - Hardcopy Received Standard Year ANSI/DASMA 108 200S ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL15279 RS Eouiv 20170809 - FBC - DASMA 108 eouiv.odf FLIS279 R5 Eouiv 20170809 - FBC - DASMA 115 eauiv.odf Method 1 Option A 08/10/2017 11/29/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv-yVVKJZ 1 Q... 2/1/2018 Florida Building Code Online Page 2 of 6 Date Pending FBC Approval Date Approved Summary of Products Go to Page F__1 d 12/05/2017 FL # I Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 OSIE-1A471: G01SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 10 0 Page l/8G 110 Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODES W3 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of insoection.odf FLIS279 R5 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 1016SS-Revl2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinsoection.odf FLIS279 RS C CAC W3 Listing Intertek.Ddf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 R5 II 103952-Rev0l.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door18131,8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.5 Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof ofinspection.odf FLIS279 RS C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 104175-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 RS C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 101820-Revl3.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1 /2018 Florida Building Code Online Page 3 of 6 005 W3-16 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODEG W3 Garage 6132, SFC38, MFC38 I Door Limits of Use Approved for use in HVH2: No Approved for use outside HVHz: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 OSIU-IA171:9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVH2: No Approved for use outside HVHz: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the budding code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.7 1488, 007 W3-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 428, 555, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVH2: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of inspection.odf FL15279 R5 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 RS II 104028-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEG W3 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof ofinspection.odf FLIS279 R5 C GAG W3 Listino Intertek.Ddf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FL15279 R5 II 104168-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODEG W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinspection.odf FLIS279 R5 C CAC W3 Listino Intertek.pdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 RS II 101308-Revl2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-11F171: 4300, 4301, 4310, 4400, 4401, HOG, HOGL, HOGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0' wide) WINDCODEG W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL15279 RS C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FLIS279 R5 C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RS II 101652-B-Rev11,odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-11F471: GO25P, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVH2: No Approved for use outside HVHz: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODEG W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of insoection.odf FLIS279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 R5 II 103969-13-Rev02.odf https://www.floridabuilding.orglprlpr_app_dtl.aspx?paratn=wGEVXQwtDgv"yV VKJZ 1 Q... 2/1/2018 Florida Building Code Online Page 4 of 6 DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HOP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.11 1011 W4-09 DSIUO-11C479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of insoection.cidf FL15279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS ii 104183-Rev01 odf Verified By: Intertek Testing'Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of Inspection. odf FL1S279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 104456-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-2F151: 73, 1500, Steel Pan (min. 2S ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, SS, WINDCODE® W4 Garage Door 42B, 48B, SSS, 4RST, 6RST, 4RSF, 6RSF, 2RST, GOSS, GDSSV, GR5S, GRSSV, ARSS, ARSSV, EOSS, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 1S279.13 013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, E04S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AMS, AR4L, SS4V., SL4V, ARASV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof ofinspection.odf FL15279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 If 300159-B-Revl6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of inspection.odf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1S279 R5 II 103486-B-Rev08.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Parry: 15279.14 014 W4-09 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE® W4 Garage Door https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1/2018 Florida Building Code Online Page 5 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 1S279.15 01S W4-16 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HOG, HOGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.S PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-iF471: GD2SP, GR2SP, GD2LP, GR2LP, A112SP, AR2LP, ED2SP, E02LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of insoection.odf FL1S279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 fi 103549-RevO6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2' Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODES W4 Garage Door Certification Agency Certificate FL15279 R5 G CAC Letter with proof of contract and proof of insoection.odf FL15279 R5 C CAC W4 Lisbno Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101481-B-Revl3.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof ofinspection.odf FL15279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104029-B-RevO3.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 OSIEO-1F479: Coachman/Settlers/Affinity Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 279a. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 RS C CAC W4 Listino Intertek.odf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL1S279 RS I1 103046-RevO7.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.18 018 W4-16 DSIU-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HOP20, HDPF20, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201, 8203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and oroof Approved for use outside HVHZ: Yes. 9f inspection odf Impact Resistant: N/A FLIS279 RS C CAC W4 Listing Intertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 RS II 104169-RevOl.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/ 1/2018 Florida Building Code Online Page 6 of 6 15279.19 I019 W4-16 DSIUO-IK479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-2F153: 73, ISM 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GRSS, GR5SV, ARSS, ARSSV, EDSS, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.S PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page = a Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 115 C CAC Letter with proof of contract and proof of insoection.odf FL15279 R5 C GAG W4 Listino Intertek.Ddf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 R5 II 104457-RevO2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODEWW4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insoection.odf FL15279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279- R5 II 101711-8-RevlS.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: eadt Nett d Pagel /80 0 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 950-467.1824 The state of Florida is an AA/EEO employer Coovriaht 2007.2013 Stale of Florida.:. Privacy Statement : • Accessibility Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455 27S(1), Flonda 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 ernaiis provided may be used for official communication with the licensee. However email addresses are public record. U you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . . Product Approval Accepts: M ® © M Credl Card - Safe https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv")yVVKJZ 1 Q... 2/l/2018 LiC ia'J ISO 0 nlllllln nlllllln 0 ll-III II -I 1.1 1W m Sam lm=r mm I111>m- GAM. YAI. " mw M01 LLI6/MIt1 i AttO ARtO.m. IA/M Gantvoa 1 Ian e ea m i«e!s . rm Mm. r eru .Lev +• Xn t• m rrar•c. !! ILJ FiJ!)• tIIII ar Iat. a IIIIIfrraTAlT Dm TmM - It-' 1®cDLnTnn SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL *A* AND STANDARD CONSTRUCT DETAIL 'B'; TRACK AND JAMB DETAILS. rL SHEET 1 OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RFSISUM GLAZING. SEE SECTION B-B FOR DLTMLS. MAX STANDARD SIZE IS 42-1/2'.Ie. IMPACT RESISTANT GLAZING IS 21-5/0'.14-1/0'. h T If DENSITY POLYSTYRENE FOAM INSULATION 1-0/10' THICK WITH Vem IWRCELL BACKER (INSULATED MODELS ONLY) 25 GA MIN. CALV. STEQ SI OI WITH A BAKED -ON PRIMER. AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF SIEEI. SIGN. TND .La YA1 O t®M mA IY..t p A[ WlQ AC tJ® 1.00. A.mb W TM 11O!\ ib 1O1 g1A0P tOYIOs I Am tI = m r O .U01 N WAAwn Di Sam ; A.I ow iol wo A mst tI Aloom"m am mp ma Id am GOtA00 n A ma m m mammoY W 0"m Ww gm am m m w m u C4 4M Rt t tw Im "Ma r e r v s Clopay SM ng Products MASON ON 45 0 nnv (513) 57 4000 SECTION A -A ISM MERIT I 1- 2' THICK AM MEAL 3' TALL U-BAR 20 GA GALV. STEEL MIN. TEILD SIRENCTH: 50 LIST Cl 3'r 1-7/0- T 12 GA. GALV. STEEL 70P ROLLER BRACKET. EACH BRACKET ATTACHED W/ 4) 14 5 B' SHEET METAL 14 GA GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES WITH (4) /1445/0' SHEET METAL SCREWS AND (4) 1/4'.3/4' SELF TAPPING SCREAMW, SEE NEW V. a 3' TALL . 20 GA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTION)). EEr-).//EACH U-BAN ATTACHED PERWITH S((TILEIlAGT10N. SW TAPPING SCREWS 13 GA GALV. STEEL BOTTOM BRACELET. ATTACHED WAIL (2) %144/0' SHEET METAL SCREWS. ALUMINUM EX RUSION VINYL WEATHERSTRIP. DESIG LOADS: +24 0 PSF k -24.5 PSF TEST LARDS: +30.0 PSF t -37.0 PSF v"LD0 IUTOG 0,L ®I S,a. W 4 16 otiT . 16'o'H 7ciew m CLASSIC AND CH RP STEEL PAN DOUBLE -CAR. 16'W +24/-24.5 PSF B LIAAVIT16 NIMmW vts 101711 IBC TARNM mmw SAnm Mlm aim Im" Nmal D GA G a De ILC ATNADr Gm, am GRsV, osv AWA Amv TAmoAARMIRrQKiOta' Cm matt' Nllelt >al R MWt r malam. a1. CDIla6 1-1 qY tw1O LLcirm LAD m Irt Ima1S MMaA1TAQ. NWaW ro mw mve iu n n191 1 v M AIOIa .- a m• . P.aDS A Ial aaoo4 Sol® wm sLm Allalm6 a 1/1'J VfWN f m a IT• CDMft wam(1.DaD A m alllm[t'Oa r mmetWjsaaU. l• ON t 10 imao will tAADaa wowmaa2WwIIDmSaINnwRMpLaALlule l IOIMISwaArAn1I01QaRKLYR00MWAMIrIW6mm To IMT111DG-1St. A IAa® Dom lwt® mMl NAy AW s DINOrm TO APFMC AUDWR rASID03 AWw me awwAvm& tAArwwer d Aww!! w enww rr RW NCIADSIS R as D61W 1 f10 Wn M lmlm IM A"- - M wN G11r. Rm DO SM 2* CA Mlv. am. NTm RL1- IMPACT RESISTANT ASSEMBLY DETAILS I DRAWING101711-A SECTION B-B (IMPACT -RESISTANT G A71NG OPTIONL RYI V Oaw- ll l°ewwmmn. • aaW l nrAa iAo r AQW4scan trwwn DODmI am sm Am rMIQ Naga rnmmr lmAa nRDo m FROM MImam atI (,CCU p • 5/4-rlw We wo" aR rrp" aa s I STANDARD ASSEMBLY DETAILS DRAWINO 1 O 171 1-B SECTION B-B (NON-INPACT RESISTANT - A71N • OPTIONI FOR" nwe tmN Uv mmm a m mt aorACL Nm tlw nlan rlwm is Nvwllell um 413 PANT TRAWL 10 t1AOm holm am UM m4Dml t1/ 1' 111N MaD STTw. ORIm1• L LSR Gala 1 AL'AA — C IAF AGnc m NUUM 0 I a L M CPmCDMS110NICCCIIW4mINaVloOnm MDaWOWN ASMOU MUM of mU1WU wN M WWX IN" M NW LGN A'awa pm OF mC MRaVAWGcam a NID161Y11K 1wo10 alx 1IAc7 It136IM1t Dom Itil)Oe W. CVPn 10 fWV10 ). SHEET 2 II F= q 1 IS CA &IV. Mat vm m mune Z.1. ;Ll/r mm 11 a ally. own W" mat N.w1 AAt1Dm! m Da mO m (4) t.•1/ 1' RM MML SPEND AND (.) mr tAtySw Soma r to " L am m Nm own wN am a N/la Ta jumme ~ Ilm: M DmW 0/ M 90VO W RNICRRK a0A M aWL R M OSA'amD11Y v M Ioxisso L O ImmD im M MOLD a RRATS[ AMD N Ad10 MKI wN VAO aaOa CM M M IG cS LOW a M NMRY w •w r W HM' TRACK ODNFNA MTON ABOVE THE DOOR OPID" OOES NOT AREA THE WWD LOAD RAT= OF 71,6 DOOR D Dw( TO a n ANDvlma RAn aMM. r Nm TO BRAOIIFT r113 rymamwsauna' aTRACItODUBLEHORQOMALIaL TA ff@AW1. p TVPu u vrv. an T 40 moo N Bq (4) Tum auana rot m[ DDaI rtar (io aDl)v Dome VAN TALL11 I 1Mmt nom m AW lfmallE((V S lll/al`1Sm1 nM1M Ala 70• 7OIIrR1 0 ltrr m al> m it aG SS t, ran oo au Hffitwl T WHIM I R MOROnai /ACICIII rGA IIDIE ORAL / Sm, YI/! DESIGN LMDS: 6. 0 P PSF t 7.0 P PSF TEST LQADS: +J6.0 PSF t -J7.0 PSF Clopay L--c- I W 14 1 19'0'W c IB'0-H 1/97 DImM1I1H CLASSIC AND CH RP STEEL PAN SAC DOUBLE -CAR. 10'W +24/-24.5 PSF B etAVOIG IS10m vol MWW 101711 IBC Florida Building Code Online Page 1 of 4 Itt<- SCIS Home Log In User Registration Hot Topics ( Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Map Links Search or Product Approval USER:PublicUser Product Aooroval Menu > ProduR or Aoolication Search > Aool¢ation Ust > Application Detail FL # FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by OBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2S60 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE t Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/15/2018 Date Validated 01/15/2018 Date Pending FBC Approval Date Approved 01/21/2018 Year 2011 2008 2011 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/ 1 /2018 Florida Building Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact 4 df Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 18S SH (Fin) Impact (5) Design Pressure: +55/-5S Done.odf Other: R-PG55`, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Imoact 3).odf FL17499 R3 C CAC MI Windows - 185 SH (Flanoel Impact 4).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 08-025458.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321E-3.odf Created by Independent Third Party: Yes 17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13361)El726,01-109-47-RO 18S SH(FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11).odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (12).odf FL17499 R3 C CAC MI Windows - 185 SH (Flange) 10).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 II 08-02549B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513327B-4.gdf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13363)E1729.01-109-47-RO 185 SH (FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60• FL17499 R3 C CAC MI Windows - 185 SH (Fin) (13).odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (14).odf FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) 11).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 08-02550B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 51332BB-S.odf Created by Independent Third Party: Yes 17499.4 185 SH 36x71 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC H0462.01-109-47-RO 185 SH 042S22).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other: R-PG60' Installation Instructions FL17499 R3 II 08-03163.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.odf Created by Independent Third Party: Yes 17499.5 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 18S SH (Fin) Imoact 2).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Imoact https://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/ 1 /2018 Florida Building Code Online Page 3 of 4 Design Pressure: +55/-55 3).odf Other: R-PGS5, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Impact 2).odf FL17499 R3 C CAC MI Windows - 185 SH (Fiance) Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 II 08-02544B-).odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513320E-).odf Created by Independent Third Party: Yes 17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-BIG 1-8A 52 1-8X84 R60(100918).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Fin) (10).odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (9).odf FL17499 R3 C CAC MI Windows - 185 SH (Fiance) (91.odfOther: R-PG60 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R3 II 08-02546B-2.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513322B-2.odf Created by Independent Third Party: Yes 17499.7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Triole (Finl Approved for use outside HVHZ: Yes 3).cdf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Triole (Finl Design Pressure: +50/-50 41.odf Other: R-PGSO` FL17499 R3 C CAC MI Windows - 185 SH Triole (Flanoe) 3) odf FL17499 R3 C CAC MI Windows - 185 SH Triole (Flanoe) 41.odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-025488.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513324E-6.odf Created by Independent Third Party: Yes 17499.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) 3).odf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) Design Pressure: +45/-45 4). odf Other: R-PG45 FL17499 R3 C CAC MI Windows - 185 SH Twin (Flance) 3).odf FL17499 R3 C CAC MI Windows - 185 SH Twin (Flanoe) 4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-025476-7.odf Verified By: Luis R Lomas PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513323E-7.odf Created by Independent Third Party: Yes flack ne-t Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007.2013 State of Florida.:: Privacy statement :: Accesslbllliv Statement :: Refund Statement https://www. floridabuilding. org/prIpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Q iz6B... 2/ 1 /2018 Florida Building Code Online Page 4 of 4 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 mall Co this entity. Instead, contact the office by phone or by traditional mall. It 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 45S, F.S. must provide the Department with an email address If they have one. The !mails 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 45S, F.S., please click here . Product Approval Accepts: MM _ M Credu'U2rd - Safe https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B ... 2/ 1 /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E130D-04/09. SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 88 WOOD SCREWS WITH SUFFICICNT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS I REV I DCSCRIPnDN I DATE I APPROKI) A REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L. IBREVISEDGLASS10/02/17 R.L. 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE. MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—TS FU-30KSI .048" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTION 1 I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS 11 COMPONENTS SIGNED: 1211412017 MI WINDOWSD LLC R I IC 650 WET MA ET STREET S1 0 9(pGRATZ, PA 17030-0370 v VGENSF 4 D *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT r- rNOTESoSTAT; WZo•, A iFS . < OR110tDRAWN: owc No REv N.G. 08 B gS1ONAj1 DATE sNEnNTS12/29/14 19 OF 11 LUIS R. Lomos P.E. L ROBERTO LOADS PE 1432 NOODFORD RD LEW)SVM1LE. AC 270n 494fm-0600 daratomom "am FL No.: 62514 52' MAX FRAME WIDTH — 2" MAX — 16' MAX 0 C. —I 2" MAX 2' MAX - 2* t7. 16' 16' MAX O MAX 0 C. O.C. 72' I— 72" _— MAX MAX FRAME FRAME HEIGHT / HEIGHT rf 4 52' MAX FRAME WIDTH — 16' MAX O.C. 2" MAX 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE d FINLESS INSTALLATION FLANGE a FINLESS INSTALLATION SEE CHART Mf FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART f I FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.L.O: 47 5/8' X 32 1/2". 3. MAXIMUM FIXED D.L.O.: 49 3/8' X 32 1/2", HARDWARE SCHEDULE METAL SWEEP LOCK AT 6' FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS REVISIONS DESCRIPIIDN DATE APPROVED REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 I R.L. CHART rrl Number of anchor locations required Frame FramO Width In Height 16.00 24.00 30.00 36.00 42.D0 1 46.00 52.00 in) Head I Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 F55 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4&00 2 4 3 4 3 4 3 4 4 4 4 4 4 5000 2 5 3 5 3 5 3 5 4 5 4 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 3 6 1 4 6 1 4 6 4 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE & FINLESS ELEVATIONS DRAWN' ORC NO N.G. 08-02549 SCALE NTS I DATE 12/29/ 14 S" L7 2 OF 11 L. RCBERTO LOWS P.E. 1432 WOMFORO RO LEWASOLLE, AAC 27023 434-6W-0609. f#0nWS@YAortusp rom SIGNED: 1211412017 1R i IL 0 G E NS9J+' A(10 5 M tY_ 0 , STATE OF., - i O FsS`DNA O\\\ Luis R. Lomos P.E. FL No.: 62514 52' MAX FRAME WIDTH 2' MAX — r—r 10" MAX O.C. J 10' MAX O.C. O 72' MAX FRAME 2" MAX 2" MAX -- 52' MAX FRAME WIDTH I— 10" MAX O.C. 2 / 10' /, f MAX O.C. 72' MAX FRAME HEIGHT HEIGHT 4 4 X X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART Y2 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 12 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.OPSF NONE INOTES: 1. MAXIMUM SASH SIZE: 51' X 36'. 2. MAXIMUM SASH D.L.O.: 47 5/8' X 32 1/2'. 3 MAXIMUM FIXED D.L.O.: 49 3/8' X 32 1/2'. HARDWARE SCHEDULE N AT 8" FROM EACH ENI BALANCE AT JAMBS R[V51DN5 REV DESCRUMOM I I DATE I APPROQD A REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L. 2' MAX B REVISED GLASS 10/02/17 R.L. CHART #2 Number of anchor locations required Frame Frame Width (in) Height 18.00 24.00 30.00 1 36.00 42.00 48.00 1 52.00 In) H d S Jamb H d S Jamb H 6 S Jamb H d S Jamb H 6 S Jamb H 6 S Jamb H 3 S Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 51.00 3 6 1 3 6 4 6 0 6 5 6 6 6 6 6 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 66.00 3 6 3 1 B 1 4 8 5 8 5 8 6 8 6 8 7200. 3 8 3 8 4 B 5 8 5 B 6 B 6 B SIGNED: 1211412017 MI WIN6soDOW DOORS, LLC R 11LOEDOORTMARKETJ9GRATZ. PA 17030-0370 CENS 6 5 kSERIES1B5ALUMINUMSINGLEHUNGWINDOW 52" X 72" NON -IMPACT r - FIN ELEVATIONS S1ATE OF W O•'r(ORVDV' DRAWN: on NO. REV N.G. 08-02549 B sS10NAif t G\ 11 1 Luis R. Lomas P.E. C-'Lcc NTS DAZE 12/29/14 SNEET3 OF 11 L. R08ERTO LOu4AS PE 1492 WOODFORD AD LEWISVILLE. NC 27023 494688-0609 ftnWO&AM Mwrnm FL No.: 62514 REVISIONS ' 1/2' MIN RLv DEstmilpN EDGE DISTANCE W000 FRAMING A REVISED ANCHOR SPACING & CHARTSfOR2XBUCKI1BREVISEDCLASS BY OTHERS 1 1/4" MIN. EMBEDMENT BACKER ROD --16i SHIM1/4" MAX APSEEALANT SPACE II III ` #10 WOOD SCREW 1 EMBBEDED MIN. MENT 1 1/2" INTERIOR MIN EDGE DISTANCE 1 o woos -- VE SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS DRAM*.. pwO NO. REV N.G. 08-02549 B v.,E NTS DATE 12/29/14 1 SKI"4 OF 11 L ROBER IO LOMAS P.E. 1432 WOODFORD AD LEWISVILLE, NC 27023 434.6w-OWO Aanatobbnutpp Co. an APPROVED 07/11/16 R.L. 10/02/17 R.L. SIGNED: 1211412017 x J S ST'A Tr` OF i o sSONA a aG\\\ lllll Luis R. Lomas P.E. FL No.: 62514 1/2• MIN r—I EDGE DISTANCE LI STRUCTU BY OTHE APPROVED SEALANT 1/4' MAX. SHIM SPACE 1,11s ' ' REV OESCRIPTION DAIC I APPROVED A REVISED ANCHOR SPACING @ CHARIS 07/11/16 R.L 8 REVISED CLASS 1 10/02/17 1 R L 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW pto sM5 OR INTERIORINTERIORSELFDRILLING SCREWS MIN. EDGE DISTANCE EXTERIOR METAL EXTERIOR STRUCTURE BACKER RODBYOTHERSkAPPROVED SEALANT II JAMB INSTALLATION DETAIL j METAL STRUCTURE INSTALLATION BACKER ROD h APPROVED SEALANT METE STRUCTUF BY OTHEF SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS DRANRC DI/O ND. N.G. 08-02549 scv.e NTS DATE 12/29/14 —O 5 OF 11 L. ROBERTO LOMAS RE 1432 INOODFORD RD LEW/SVILLE, RC 27023 434.600.0609 ftnas@kb$M tam SIGNED: 1211412017 1R ! to VCEN&*. p wj0 , g25. yt 0, 5T/AATTE OF 0•. 0RIOP•G ONA'ttia\\ Luis R. Lomas P.E. FL No.: 62514 REYWORS ' 2 1/2 MIN. EDGE DISTANCE REV D[sERwtloR WtE APPROVED CONCRETE/MASONRY A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. BY OTHERS e B REVISED GLASS 10/02/17 R.L..'• OPTIONAL 1X BUCK ' ' a EMBEDMENT 1 1/4" MIN. SEE NOTES 3 - 7 SHEET 1 EMBEDMENT CONCRETE/MASONRY 1/4" MAX 1/4" MAX. BY OTHERS SHIM SPACE BACKER ROD SHIM SPACE do APPROVED SEALANT 3/16" TAPCON 3/16" TAPCON INTERIOR INTERIOR mef,G 2 1/2- MIN. EDGE v DISTANCE rBACKERXTERIOROPTIONAL1XBUCK EXTERIOR SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETFJMASONRY INSTALLATION SILL TO BE SET NOTES: BACKER ROD IN A BED OF 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, APPROVED NOT SHOWN FOR CLARITY dt APPROVED STRUCTURAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT SEALANT DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 1211412017 OPTIONAL 1X BUCK SEE NOTE 3 - 7 1/4" MAX. MI WINDOWS AND DOORS, LLC 1111111//1 iSHEET1SHIMSPACER • 'L 041 /ice650WESTMARKETSTREET GRATZ. PA 17030-0370 J\5 CyEEIV CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 w BY OTHERS n ' 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS J'/rv/T 0 STATE OF y y DRAWDwG RD. N.C. 08-02549 issIONAI 1111111111++++\ v" . NTS DAZE 12/29/14 SHEET 6 OF 11 IVERTICALCROSSSECTION CONCRETEJMASONRY/NSTALLATION L ROBERTO LOWS AE 143211000FORDRDLEWISVILLE.AC27023 Luis R. Lomas P.E. 434-M-0609 lAWwS@WxwWw , FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN EDGE DISTANCE 1/4* MAX. HIM SPACE 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. r SHIM SPACE I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS ' REV DESCRIPDDN D11E APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. B REVISED CLASS 10/02/17 R.L. 1 1/4- MIN. 1/4' MAX. EMBEDMENT I SHIM SPACE I 1/2' MIN I ENTERIOR DGE DISTANCE 10 WOOD — SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 65D WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAWM. DwC NO. REV N. G. I 08-02549 B scut NTS I 011E 12/29/14 —R7 OF 11 L. ROBERTO LOlM4S P.E. 1432 NOODFORD RD LE WISVILLE. NC 27023 u4seeoeos nm+w.00n, SIGNED: 1211412017 11111II11// 5 R L O O CENSF• 9 w60 g25s» 7STTATTcEOFW NA, ORIOP • \ 11i/ s/pNAiL0'G\\\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS 2 1/2• MIN. EDGE DISTANCE Rw oi°710N A REVISED ANCHOR SPACING & CHARTS CONCRETE/MASONRY B REVISED GLASS BY OTHERS e " ! OPTIONAL 1X BUCK EMBEDMENT 1 1/4• MIN. SEE NOTES 3 — 7 EMBEDMENT SHEET 1 I CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 1/4• MAX. b SHEET 1 BACKER ROD SHIM SPACE do APPROVED SEALANT 3/16- TAPCON 1/4* MAX. 3/16• TAPCON I SHIM SPACE INTERIOR INTERIOR 2 t 2- MIN. o EDGE DISTANCE EXTERIOR EXTERIOR BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL D CONCRETEJMASONRY INSTALLATION DALE APPROVED 07/11/16 R.L. 10/02/17 R L. SILL TO BE SET BACKER ROD IN A BED OF APPROVED NOTES: APPROVED STRUCTURAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEALANT SEALANT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL I BUCK 1/4• MAX DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3 — 7 SHIM SPACE SIGNED: 1211412017 SHEET 1 MI WINDOWS AND DOORS, LLC CONCRETE/MASONRY 650 WEST MARKET STREET 111111III 7j, S R. LOB/ii BY OTHERS r GRATZ, PA 17030-0370 CEN,p 9f i SERIES 185 ALUMINUM SINGLE HUNG WINDOW 11E• py625 4= 52"X 72" NON —IMPACT 1 e' 4 FINLESSS INSTALLATION DETAILS A or Mw NO. Rl" TAT F• .( 0R10-/ B \ 08 9 GVERTICALCROSSSECTION Sc`c NTS DAIE 12/29/14 09OF 11 1A S• 4111CONCRETFMASORINSTALATIONL. ROBERTO LOLIAS P.E. 1492 WOODFORD RD LEWISVILLE, NC 27023 Luis R. LOTOS P.E. 494. 666.0609 r0mus®YM atpemm FL No.: 62514 APPROVED SEALANT BEHIND FIN j 7/16' MIN EDGE DISTANCE 1 1/4' MIN. EMBEDMENT IF WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE p8 WOOD SCREW REMONS DESCRIPRON —E I APPROVED REVISED ANCHOR SPACING k CHARTS ±11/11/16 R.L. REVISED GLASS 1 10/02/17 IRL I llr WOOD FRAMING _ MAX BY OTHERS I SHIM SPACE INTERIOR A8 WOOD SCREW INTERIOR 1 1/4- MIN. EMBEDMENT APPROVED SEALANT EXTERIOR BEHIND FIN 7/16' MIN _ EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION po WwU UKLW NOTES' 1/4' MAX 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. I 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 7/16' MIN r SIGNED: 12/14/2017 EDGE DISTANCE MI WINDOWS AND DOORS, LLC APPROVED WOOD 650 WEST MARKET STREET 11111II/1 7j/ S R • i J\ SEALANT FRAMING GRATZ• PA 17030-0370 1, ENT' 4, • _ BEHIND FIN 1 1/4' MIN. EMBEDMENT BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT 11= JNOy6r'0FVERTICALCROSSSECTIONFININSTALLATIONDETAILS o{{ 0 • $TAT W WOOD FRAMING OR 2X BUCK INSTALLATION DRAWN pWG ND RLv 0FS •-L,I ORVD" "A- 08 -02549 B S ONA11\\`` SCA" NTS w1c 12/29/14 s1EE110 OF 11 L. ROSERTOLOMAS P.E. WV WCODFORD RD LEWISVNLE. NC 27029 LUIS R. Lomas P.E. 191.6BB•0609 dbnYS@YbMSPB.MM FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROE APPROVEC SEALANT METAL STRUCTURE BY OTHERS 1/2- MIN I EDGE DISTANCE 1/4- MAX. SHIM SPACE R — OR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE REVISIONS ' DESCRWWN W1E APVROnD REVISED ANCHOR SPACING & CHARTS 07/I1/16 RL REVISED CLASS I IO/02/17 I RL. 1/4- MAX. SHIM SPACE 110 SMS OR INTERIOR SELF DRILLING SCREWS LL 1/2- MIN. EDGE DISTANCE 1 EXTERIOR METAL BACKER ROD STRUCTURE do APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI WINDOWS D DOORS, LLC R I1`/ 0650TMAESTREETSlGRATZ. PA17030-0370 CEIV k 60,, 6ROF' SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT 4 FINLESS INSTALLATION DETAILS 0 STAT trz 0'OFS; c( OR% MAWN: DwcNo. REV 0B B ONA ilea \`` Luis R. Lomas P.E. FL No.: 62514 sc LE NTS °`lE 12/29/14 ls"E B9 Of 11 L ROBERTO LOWS RE 1432 WOODFORD RD LEWISVILLE. NC 27023 4344U-OW9 YIw=p*Com REVISIONS 2 3/16' 1 7/8' 1 3/81•-- REv ocsanvnON alE APPROVED Fl- Z723/16- —I A REVISED ANCHOR SPACING & CKARTS 07/11/16 RL. D REVISED GLASS 10/02/17 RL. 13/16" 2 3/16- 2 3/16" r, 1 5/16' ILHJ1 J 5/e' FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM• 18501 CM-18503 CM_ 18553 CM_ 18513 1 /0- ANN. — - 1 /8" ANN ALUMINUM 6063•T5 050'THICK ALUMINUM6063-T5.050'THICK ALUMINUM6063-15 050'THICK ALUMINUM6063-T5 050'THICX 1/8" ANN. 2 5/16- —1 2 5/16- -1 2 5/16- --1 .090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER 2 3/ 16" — EXTERIOR INTERIOR 3 3/8- 2 13/1 3 3/4- 1/2" )IT l ITE SILICONE SEALANT 2 5/16- SETTING OLOCK FLANGE FRAME SILL FINLESS FRAME SILL GLAZING DETAIL CM. IM2 CM- 18554 FIN FRAME SILL CM_ 1ME FIN FRAME HEADMEALUMINUM6063-T5.055' THICK ALUMINUM 6063-T5.055' THICK CM_ 18508 ALUMINUM 6063•T5.055' THICK ALUMINUM 6063•T5 050' THICK r 1 7/16- — 2 3/8- 2 5/16" - 2 3/16' 1 3I/ 4' I 2 J L L LOCK RAILS 'ILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB CM_18505 CM-18555 CM•18504 CM•18510 ALUMINUM 6063•TS .062' THICK ALUMINUM 6063-T5.050' THICK ALUMINUM6063•TS O50'TH/CK ALUM/NUM 6063.75.055'THICX SIGNED: 1211412017 Llr 1/8 MI WINDOWS AND DOORS, LLC %111111II/ 650 WEST MARKET STREET i( CRATZ, PA 17030-0370 9 GENS15/16- SERIES 185 ALUMINUM SINGLE HUNG WINDOW * 6 *:n 52" X 72" NON —IMPACT _ o GLAZING BEAD ASH STILE COMPONENTS 20 , STATE OF ; y CM_ 16535 CM• rB5o7 oR v+N ORc No _ RLv OAF • :cl OR10"; • RIGID PVC.050' THICK ALUMINUM 6063-T5.050'THICK N.G. NTS wtE 12/29/14 08 02 19 OF 11 B 1ONA11 aG\\\ LROSERTOLOWSPE. LUIS R. Lomas P.E. 0432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514434-M-OW Anmas@lbne5p&Wm Florida Building Code Online Page 1 of 3 acts Home LOU In I Use, Registration Hot Topics ( Submit surcharge Stat S fact i Publications FSC Staff BCtS Sae Map Links I search Fhida Product Approval 4 ;! r USER: Public User pp mmt Product Approval Menu > Product or Application S f= > Aoplleanon List > Application Detail FL # FL15349-R9 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@miwd.com Authorized Signature Brent Sitlinger bsidinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/31/2017 Date Validated 12/31/2017 Date Pending FBC Approval Date Approved 01/04/2018 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWI... 1 /31 /2018 Florida Building Code Online Page 2 of 3 Summary of Products FL tt Model, Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 12787.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL15349 R9 II 08-02357B.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R9 AE 5131248.odf Created by Independent Third Party: Yes 15349.2 18s PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 15350.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +5S/-55 Installation Instructions Other: R-PG55 FLIS349 R9 II 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 513783.odf Created by Independent Third Party: Yes 1S349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 15454.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +SS/ -SS Installation Instructions Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass FLIS349 R9 II 08-02948.0df consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with S/8" glass bite. Evaluation Reports FLIS349 R9 AE 513782.0df Created by independent Third Party: Yes 1S349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 8272.odf Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +5S/-SS 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R9 II 08-01614B.odf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FLIS349 R9 AE 512278B.odf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 7962.odf Approved for use -outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020, Design Pressure: +55/-55 Installation Instructions Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass FLiS349 R9 I1 08-016138.odf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62S14 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FLIS349 R9 AE 5122778.odf Created by Independent Third Party: Yes Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSO.4B7d924 The State of Florida a an AA/EEo employer. copyright 2007-2013 State of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 1 /31 /2018 Florida Building Code Online Page 3 of 3 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 mall to this entity. Instead, contact the offke by phone or by traditional mail. If you have any questions, please contaa 850.487.1395. 'Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The smalls 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 4S5, F.S., please click here . Product Approval Accepts: ER ME C eda Card Safe https://www. floridabui lding. org/prlpr_app_dtl. aspx?param=wGEVXQ wtDgtH8 5 72gvd WI... 1 /31 /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL EXTRUDED ALUMINUM 6063-75. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. DESpwIgN DATE I OPRO40 REVISED INSTALLATION DETAILS 06/01/13 R.L REVISED NAME AND ADDRESS 1 10/27/16 IRL 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY. HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063-75 FU-30KSI .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WIND DOORS, LLC11 0% oWw MNDKET GRATZ. PA 17030 VG E N,p 9,P i o61 Yr= SERIES185ALUMINUMFIXEDWINDOW73' X 72" NON —IMPACT NOTES qD • TAT OF 0 0R10E"'- G!4 VDRWNDREVSJONA1J. L. 08-022357 B L 1 NTSwe 09/03/14 OF 12 Luis R. Lomas P.E. FL No.: 62514 L ROAERTO LOADS P E. 14M WDOOFORO RD LEW9SVILLE. NC 27023 434.6A1- 0609 Npnas®Ybaw" o 72 1/2" MAX FRAME WIDTH - 6MAX -Pr- 161 MAX O.C. _I 6" MAX L 18" MAX O.C. IT 71 1/2" MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 11 & S2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6' MAX - 18" MAX O.C. - 6' MAX I. 71 1/2- 1s' MAX MAX O.C. FRAME HEIGHT T_ j j REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 11 & 12 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE R41 IMPACT RATING t60. OPSF NONE NOTES: I. MAXIMUM D.L.O.: 69 314'X 68 3r4' IIENSIONS OESCaIP11DN OqE APVROJID REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. HART a I Number of anchors required (wl hout rigid tillers) Frame Fame wldtD In) Height 24.00 1 30.00 36.00 1 42.00 1 48.00 1 64.00 1 60.00 66.00 1 72.60 In) HAS amb HAS anrb HAS J..b HAS Jamb HAS Jamb HAS Jamb HAS IJ&mb H65 amb HAS anrb 2400 2 2 2 2 3 2 3 2 2 4 2 4 2 1 2 S 2 30. 00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 36. 00 2 3 2 3 3 3 3 3 3 3 1 3 4 3 s 3 5 3 4X00 2 3 2 3 1 3 3 3 3 3 4 3 5 3 S 3 6 3 48. 00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 84. 00 2 4 2 4 3 4 3 4 1 1 4 4 S I 6 4 7 4 60. 00 2 1 2 4 4 5 3 S 1 5 5 S e 5 7 S 6AAV 2 4 2 4 1 S 3 5 3 e 4 6 5 e It 8 7 e 71. 60 2 5 1 2 1 5 3 S 3 1 6 1 3 i 0 1 4 7 5 1 7 1 8 1 7 1 7 7 HART a9 Number of anchors required (with rigid fillers) Fame Fame width (In) Height moo 30.OD 36.00 42.00 1 IA.00 54. 1 6000 66.00 72.60 Ilnl Nt5 Jamb HAS Jamb HAS Jamb HAS Lamb HAS Jamb HAS mb HAS amb HAS nrD HAS Jamb 24. 00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 1 2 5 2 30. 00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 36. 00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 S 3 42. 00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 40. 00 2 3 2 3 3 3 3 3 3 3 4 3 1 3 4 3 5 3 54. 00 2 4 2 3 4 3 4 3 4 4 4 4 4 4 4 5 4 60. 00 2 4 2 4 3 4 3 4 3 4 4 1 4 4 4 5 4 6. 00 2 4 2 3 3 4 3 4 4 4 4 4 5 4 71. 50 2 S 2 5 1 3 5 3 5 3 S 4 5 4 5 4 5 5 5 SEE SHEETS 4.7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE do FINLESS ELEVATION do CHARTS DRAWN: DaC ND. J. L. 08-02357 41 NTS I DA" 09/03/14 SHEET 2 OF 12 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LE WISVILLE. NC 27023 434. 68e-OW9 r0anas@6kmaw rcnr SIGNED: 1111512016 1 111IC10///// J y r,•, VGENS t;,J+i a STATE OF u:z i0'. c( 0R10* Luis R. Lomas P.E. FL No.: 62514 71 I FI HI 6• MAX — 72 1/2- MAX FRAME WIDTH — IWMAXO.C. j 18 MAX O.C. 1/2' 1AX AME IHT jy j 6" MAX REFER TO CHART #3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH — 6" MAX — 18• MAX O.C. — 6• MAX L 18' MAX O.C. NOTES: I. MAXIMUM D L.O.: 69 3/4' X 68 34' RLVKgNS REV DESCRmRON DATE APPROV:6 A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. CHARTI3 Number of anchors required (On Installation) Pram* Hama width (in H IOM 21.00 3006 36.00 42.60 48.00 400 60.06 66.00 72.60 in) HAS Pambl HAS lJaab HAS Jamb HAS jJamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Ja.b 2400 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 30. 00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 36. 00 3 3 3 3 3 3 4 7 4 3 4 3 s 3 5 3 6 3 42. 00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 49.- 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 5400 3 4 3 4 3 4 4 4 4 4 4 6 4 S 4 6 4 60. 00 3 s 3 5 3 5 4 S 4 s 4 5 s 5 5 5 6 5 66. 00 3 5 3 5 3 S 4 5 4 S 4 6 s 5 5 5 6 5 71. 60 3 6 3 e 3 6 4 6 4 e 4 6 5 6 5 6 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS 71 1/2- MAX FRAME // HEIGHT SIGNED: 1111512016 I REFER TO CHART 83 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 160. OPSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKV ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION & CHART DRAT t Da0 Wp. J. L. 08-02357 St-" NTS 09/03/14 —3 OF 12 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LE WISWLLE, NC 27023 434- 666.0W9 r00mstbtObmatos rom 0 7j'/i GENS 0 6* T OF i0 F Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. BACKER ROD SHIM SPACE APPROVED SEALANT 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4' MIN. OR 2X BUCK BY OTHERS EMBEDMENT 1/2' MIN. r EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4' MAX. EMBEDMENT I r SHIM SPACE 1/2 1— 7L ' MIN. EDGE DISTANCEI F INTERIOR KMSONs ntv otscFtvwN DAIS D 3/4' MIN A REVISED INSTALLATION DETALS 06/01/15 R.L. METAL r EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R L. STRUCTURE BY OTHERS 1/4' MAX. r SHIM SPACE BACKER ROD J APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD RIGID FILLER APPROVED SEALANT 1/4' MAX. SHIM SPACE METAL STRUCTURE NOTES BY OTHERS I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 3/4" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2 112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. r SHIM SPACE T 3/4" MIN. EDGE DISTANCE INTERIOR 10 WOOD 10 SMS OR SCREW SELF DRILLINGSCREWSyp' WOOD FRAMING EXTERIOR EXTERIOR OR 2X BUCK METAL BY OTHERS BACKER ROD STRUCTURE BACKER ROD APPROVED BY OTHERS APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION SIGNED' 1111512016 MI WINDOWS DOORS, LLC 650 W. MNDK CRATZ, PA 17030 5 N •GEIVS, D 6 • # = SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS 0 ; STATE OFt ouuwN: owc No. REVO'FS'ClpR10t; 08 B sous NTS M1E s"M 4709/03/14 OF 12 Luis R. Lomas P.E. FL No.: 62514 L ROBERTOLOMASPE. 1432 WOODFORD RD LEWISVILLE, AC27023 434-60-W9 ill0mst*kk mssps Dom 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK n• 1 1/4" MIN. SEE NOTES 3 — 7 EMBEDMENT SHEET 1 I BACKER ROD 1/4" MAX. APPROVED SHIM SPACE SEALANT 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON BACKER ROD APPROVED SEALANT MAX. OPTIONAL 1X BUCK SHHIMIM SPACESEENOTE3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 7. 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION RMSONS ' REV DESCRIPIIDN DIE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L 0 RMSED NAME AND ADDRESS 10/27/16 R.L 1 1/4" MIN. EMBEDMENT o CONCRETE/MASONRY BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON INTERIOR 2 1/2" MIN. EDGE DISTANCE EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS DRAWN• Dwc No. , ' R J.L. 08-02357 M NTS D`1E 09/03/14 ISKS5 OF 12 L. ROBERTO LOMAS P E. 14M WOODFORD RD LEMSVILLE, NC 27029 494-W."9 i0umaspirbnusp mm SIGNED: 1111512016 0%%I1111t1/111I`l/1 i/: 0 6 *: 0 •• E OFOF O. r.•t' Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE WOOD FRAMING I 1 1/4' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAx. BACKER ROD SHIM SPACE APPROVED SEALANT RIGID FILLER 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4- MAX SEALANT SHIM SPACE WOOD FRAMING 1 1/4' MIN. OR 2x BUCK BY OTHERS EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN 1/4' MAX. EMBEDMENT I r SHIM SPACE T I RIGID FILLER 1/2' MIN. EDGE DISTANCEI IL INTERIOR 10 WOOD SCREW IVWOODFRAMINGEXTERIOR OR 2X BUCK BACKER RODBYOTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD — APPROVED SEALANT METAL- STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE r3/4' MIN I EDGE DISTANCE 1/4' MAX. r SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR X# 10 SMS OR SDRILLING SCREW RIGID FILLER 1/ 4- MAX. F SHIM SPACE 3/ 4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/ 4' MAX. r SHIM SPACE RIGID FILLER I /_ INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RENSIDNS RLV DESCRIPTIDN DATE APPROVED A REVISED INSTALLATION DETAILS 06/Ol/15 R L. B REVISED NAME AND ADDRESS 10/27/16 1 R.L. NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRAWW DYIG N0. REV J. L. 08-02357 B WALE NTS I d0E 09/03/14 n6 OF 12 L. ROBERTO LOAM$ P.E. 14W WDODFORD RD LEWISVILLE. NC 27023 434• 6M.0609 r0omas&Honusp.00m SIGNED: 1111512016 M- TATV0F_Wir : Ot. L s : cCOR10P G Luis R. Lomos P.E. FL No.: 62514 REVISIONS REV DESCRIPIIDN DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN OPTIONAL IX BUCK 1 1/4' MIN EMBEDMENT SEE NOTES 3 — 7 EMBEDMENT SHEET 1 CONCRETE/MASONRY BACKER ROD J 1/4' MAX. BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 SHEET 1 RIGID FILLER 3/ 16- TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/ 16- TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN. o •'..' SEE NOTE 3 — 7 EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY 1 L- BACKER ROD BY OTHERS e • 1 1/4" MIN. APPROVED a EMBEDMENT SEALANT a" JAMB INSTALLATION DETAIL a ' , . .. 4' CONCRETEMASONRY INSTALLATION 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETHMASONRY INSTALLATION SIGNED: 1111512016 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND "NT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWSANDNKDDOORS, LLC650 GRATZ. PA 17030 v .CENS 9'p% z: 0.* r OO,• TAT OF i A '(pR10P• SS ONAL SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRAWN. owcNo 08 REV B W- ALE NTS I DATE 09/03/14 SHEET77 OF 12 L RODERTO LOMAS P.E 14W WOODFORD RD LEWISVILLE. AC 27023 434. 699-0609 Arilus Obbm LOT Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4- MIN. F EMBEDMENT 1/4' MAX. SHIM SPACE 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE 3/4' MIN EDGE DISTANCE N f SHIM SPACE 10 SMS OR SELF DRILLING SCREW REVRIDNS REV DESCRUnM WC I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 RL. EXTERIOR EXTERIOR INTERIOR INTERIOR JIO SMS OR 110 WOOD SCREW SELF DRILLING SCREWSCREW BACKER ROD k RIGID FILLER ROD & RIGID FILLER APPROVED SEALANT 1/4• MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4' MAX I SHIM SPACE NOTES: WOOD FRAMING 1 1/4' MIN. METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. OR 2X BUCK I EMBEDMENT STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS BY OTHERS 2. PER/METER AND JOINT SEALANT BY OTHERS TO BE 3/4' MIN I DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2' MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4' MAX. 1 1/4' MIN. 1/4' MAX. SHIM SPACE EMBEDMENT SHIM SPACEr T- 1/2' MIN 3/4' MIN. INTERIOR EDGE DISTANCE INTERIOR EDGE DISTANCE SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 1i11 1/,FiR• L p ij 10 WOOD 110 SMS OR GRATZ. PA 17030 No%, 9s% SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOWM-TAT 6 *= WOOD FRAMING SCREWS X 72" NON —IMPACTOR73" 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERSO OF ; W BY OTHERS BACKER ROD & BYRUCTUREOTHERS BACKER ROD & ORAw"' DN6 "D• RLV j XX% :c OR10P S/O ii1?\\`\ BEHINDAPPROFLAN ENT 08 B BEHINDEDFLANGEstuENTSDUE09/03/ 14 sNEET g7 OF 12 SPJAMBINSTALLATIONDETAILJAMBINSTALLATIONDETAILWOOD FRAMING OR2XBUCK INSTALLATION METAL STRUCTURE INSTALLA TION L. ROBEAi0 E05UI E. 1432WOODFORDRDLEWISVILLE,NC27WJ Luis R. Lomos P.E. 434u -M- OWJ gym,,, FL No.: 62514 REVISIONS ' REV DESCRIPTION DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS e' 1 1/4" MIN. a• 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 CONCRETE/MASONRY BACKER ROD & 1/q' MAX. BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON o EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4 MAX. 2 1/2" MIN. SEE NOTE 3 - 7 SHIM SPACE EDGE o SHEET 1 DISTANCE EXTERIOR L_ CONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1/4" MIN. APPROVED SEALANT a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE/AIASONRYINSTALLATION a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRAWN: D1YC NO p J.L. 08-02357 cuE NTS IDA" 09/03/14 IS-9 OF 12 L. ROBERTO LOADS P E. IAW WOODFORD RD LE WISvILLE. NC 27029 434-MO-0609 AomasOlrb Spernm SIGNED: 1111512016 J\ 5111 11 li11///,,//// GENSF'9' o,,61?51 • r tlfr, 6»L02 TATE OF Luis R. Lomos P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE 1 /2' MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE RICID FILLER p10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD k APPROVED SEALANT 1/4' MAX. BEHIND FLANGE r SHIM SPACE WOOD FRAMING 11/4• MIN OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE RIGID FILLER 1/2' MIN. EDGE DISTANC INTERIORI 10 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD Ac APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS REV DESCRIMIDN DAIS ApmovID 3/4' MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. METAL r EDGE DISTANCE STRUCTURE 0 REVISED NAME AND ADDRESS 10/27/16 R.L. BY OTHERS 1/4" MAX. SHIM SPACE BACKER ROD k APPROVED SEALANT RIGID FILLER BEHIND FLANGE g10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD do RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4' MAX4SHIMSPACE NOTES: METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KITH ASTM E2112 3/4" MIN I,• EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION j 1/4' MAX. SHIM SPACE RIGID FILLER 3/4' MIN INTERIOR EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY'OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN: ReDWGNO J.L. 08-02357 B SQUE NTS DAIS 09/03/14 SHEET 10 OF 12 L ROBERTO LOLMS P E. I492 WOODFORD RD LEWISVILLE. NC 27023 434-w-A09 abowsoftmwe Dom SIGNED: 1111512016 0 rarOF O. P ,{ 4 tOR10 . Luis R. Lomas P.E. FL No.: 62514 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS " 4''! •. 1 1/4- MIN OPTIONAL 1X BUCK •° ° EMBEDMENT SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS RcvlsaNs ' REV DESCRIPTION Ml[ APPRMD A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L 1 1/4' MIN. EMBEDMENT 9 1/4' MAX. CONCRETE/MASONRY BY OTHERS 1/4' MAX. SHIM SPACE SHIM SPACE RIGID FILLER OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 RIGID FILLER 3/16- TAPCON v INTERIOR 3/16" TAPCON INTERIOR 3/16' TAPCON RIGID FILLER 1/4' MAX. 2 1/2• SHIM SPACE MIN. o EDGE DISTANCE EXTERIOR BACKER ROD & 1 1/4' MIN. APPROVED SEALANT n . a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRET6MASONRYINSTALLATION 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION NOTES. I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN: DWG ND RO J.L. DB-02357 B SC -ME NTS IDA1E 09/03/14 sNEE'l l OF 12 L. ROBERTO LCAUS P.E. 1432 WOODFORO RD LEWISVQLE NC 270M 434.6w-W9 M" SIGNED: 1111512016 J'S 1R I ILID,/. M.TATtS* 70 OF c 0OP GAF Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPTIDH DATE APPROVED AJ REVISED INSTALLATION DETAILS 06/01/15 R.L. AMAPPROVEDBREVISEDNE AND ADDRESS 10/27/16 R.L. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT Q6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. r SHIM SPACE 1/4" MAXLWOODFRAMING _I SHIM SPACE3/8" MIN BY OTHERS EDGE DISTANCE p6 WOOD INTERIORSCREW INTERIOR EXTERIOR 1/4" MAX r SHIM SPACE 3/8" MIN EDGE DISTANCE N6 WOOD WOOD SCREW FRAMING APPROVED 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT v I APPROVED SEALANT BEHIND FIN EXTERIOR 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAT2. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAWN-DWC N0. J.L. 08-02357 sour NTS 09/03/14 1 —L' 12 OF 12 L. ROBERTO LOAM§ RE. 1,132 WOODFORD RD LEWLSVILLE. NC 27023 431.60-0609 4bM2S@*tMv&cvM SIGNED: 1111512016 I IC 0/,/ i v. %C, E NSA 0,.6 2,5 1» 5TTA((TiTEE OF t F•'o ORIO. REV i ( P'••i' B . js ONA 10aG\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 tt ar, e t e: BCIS Home Lop In I User Registration Hot Topics Submit Surcharge stats 6 facts i Publications FBC Staff SCIS Site Map Links Search ProductApprovaleazUSER: PuDIiC User l'•ra Product ADoroval Menu > ProAutt or AODlieatlon Search > Application 45[ > Application Detail FL # FL15353-R3 Application Type Revision Code Version • 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE C Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15353 R3 COI FLCOI.odf Standard AAMA 450 Method 1 Option D Year 2010 https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 2/1 /2018 Florida Building Code Online Page 2 of 3 Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-0144813.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512092B.odf span: 104-1/4". Created by Independent Third Party: Yes 153S3.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-01439B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512063B.odf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-01449B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE S120738.0df span: 156-3/8" Created by independent Third Party: Yes 1S353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01440B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL153S3 R3 AE 512064B.odf span: 83". Created by Independent Third Party: Yes 15353.5 CM-18S14 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01442B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 512066B.odf length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 If 08-014S1B.adf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL153S3 R3 AE 512075B.odf span - 156-3/8" Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01452B.Ddf Approved for use outside HVHZ: Yes, Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512076B.Ddf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-014438.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 https://ww-w.floridabuilding.org/prlpr_app_dti. aspx?param=wGEVXQwtDgtH8572gvdWIS... 2/ 1 /2018 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512067B.odf span - 83" Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FL15353 R3 II 08-01453B.odf Approved for use outside HVHz: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512077B.Ddf span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18S33 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:-No FL15353 R3 II 08-01444B.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 5120688.odf span: 83" Created by Independent Third Parry: Yes 153S3.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ* No FLIS353 R3 II 08-014S4B.odf Approved for use outside HVHz: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512078B.odf span: 1S6-3/8". Created by Independent Third Party: Yes eatic Next Coact Its :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: SSO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Aeeessibdlty Statement :: Refund Statement Under Fonda 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 mall to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487. 139S. *Pursuant to Section 45S.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls 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: security+l'xlcs•, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 2/ 1 /2018 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULI.ION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH - WI + W2 2 REVISIONS I REV I OESGRIPRON I OAIE I APPROVED 1 A I REVISED INSTALLATION DETAILS 06/10/I5 IR.L IOREVISEOANCHORINGNOTES & INSTL OET. 06/07/17 IR,L ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1 /4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE -STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12' MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO. DESCRIPTION DRAWN: I NOTES V.L. 2 CONFIGURATIONS AND OP CHART Sr'U NTS 3 INSTALLATION DETAILS 4 COMPONENTS SIGNED: 1011312017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET 1II11I1r/1j7, g ft. Lp i, GRATZ, PA 17030-0370 1 . '% o\GENSF A1110y6 5 A = 5764 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTESSTATE OF QZ s :ioRlo. ONG NO REV 08 B IONAj1 a\\ Luis R. Lomas P.E. FL No.: 62514 wrc 01/11/12 sNEET I9 Of 4 L. ROBERTO EOMAS P E. 1132 WDOOFORO RD LEMSwul NC zntt3 43a•6664609 Monw$@ftamaspaaom 301/B WIOTH W1-Ir-W2- 83"1 1 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J 107 3/8. COMBINED WIDTH W1 -jr- W2 83 1 FRAME L HEIGHT WINDOW MULLION SPAN' 1 1 107 3/8- COMBINED WIDTH WI -I[-W2 WINDOW J FRAME HEIGHT WINDO WINDO MULLION SPAN) W1 L W2 - 107 3/8- COMBINED WIDTH Design pressure rating (psi) Mullion span In Tributary width (In) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 120.0 120.0 120.0 120.0 120.0 120.0 37.38 120.0 1200 120.0 120.0 1200 120.0 49.63 1200 983 81.2 76.9 75.2 751 6200. 71.0 52.2 39.7 35.9 33.4 32.3 65.63 59.6 43.7 330 296 27.4 26.3 72.00 44 9 32.7 24.4 218 19.9 19.0 84.00 28.1 20.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8- COMBINED WIDTH WI-IrW2- LFRAME WINDOW HEIGHT MULLION SPAN) J ! I! 107 3/8- COMBINED WIDTH WI rlW2 83' 1 WINDOW / FRAME HEIGHT MULLION SPAN) 1 1 1 W1 L W2 - 107 3/8- COMBINED WIDTH I RCV I VESCRIPWN I aAIE I ARPIIUVE0 A REVISED INSTALLATION DETAILS 06/10/15 RL I BREVISEDANCHORINGNOTES & INSTIL OET. 06/07/17 R.L. 107 3/8- COMBINED WIDTH F_ W2 3" WI J J WINDOW FRAME HEIGHT H MULLIONSPA' WI II- W2 - 107 3/8- COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. Design pressure raring (ps1) wi(h rebar Mullion span ( in)P12O. 0 25. 50 butary width 36. 00 42.00 In 40. 00 52.13 25. 00 120.0 120.0 120.0 120.0 1200 37. 38 120.0 120.0 120.0 120.0 120.0 49. 63 98.3 81.2 76.9 75.2 75.1 62. 00 70.0 53.3 48.1 44.8 43.4 65. 63 58.6 442 39.7 367 35.3 72. 00 43.9 32.8 29.2 267 25.5 8400 27.3 201 17,7 160 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL O, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION APPROVED CONFIGURATIONS ANDNRATING CHARTS oRAwN: owc No. aEv V. L. 08-01439 B NTS 104'E 01/I1/12 15"M 2 OF 4 L ROBERTO LOMAS P.E 1432 WOODFORD RO LEWISVILLE. NC 27023 4344M. OW9 A7o-es@*Ap sq.com SIGNED: 1011312017 Luis R. Lomas P.E. FL No.: 62514 I II JI L1===— u 1" MIN r EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. BY A- ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 110 WOOD SCREW 1/2" MIN. I — 1 EDGE DISTANCE VERTICAL CROSS SECTION MASONRYICONCRETE AND WOOD FRAMING INSTALLATION 18 MIN. EMBEDMENT NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. WOOD FRAMING/ 2x BUCK BY OTHERS REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/10/I5 R.L. REVISED ANCHORING NOTES dt INSTL DET. 1 06/07/17 1 R.L. MTODD022 CLIP 110 SMS OR SELF DRILLING SCREW METAL 1/2" MIN STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DRAWW NO V.L. 708-01439 SCALE NTS nett 01/11/12 1 —3 OF 4 L. R09ERTO LOM AS P.E. 1432 WOOOFOAD RD LE WISVILLE. NC 27023 430601-0609 dbertatoftmosm Co. SIGNED: 1011312017 RI ILo /////// i s TAT OF SSLONA j1ffiNG\ Luis R. Lomas P.E. FL No.: 62514 F 2.140" —II 1.125* SECT5764 MULLION ALUMINUM 6005-T5.125' THICK f- 0.688- 1.531" RF- I8 2 REBAR 16 GA (.062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD do METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4- SEPARATION BETWEEN ANCHORS. 3.261" 0.62.5 L 0.8- 1— 43" I MT000022 CLIP 16GA (.0637 GALVANIZED STEEL SEE NOTE 2 A 3. THIS SHEET. 4 000" 3.750" 2.189" — 1.0 0" 0.375" 0.8 443F, I LL]k ----- f — 2X m0.210- 1.562- 1.562"n[L. SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125" THICK REVISIONS DLSCRPMN DATE AV--nVLD REVISED WS7ALLATION DETAILS 06/10/15 R L. REVISED ANCHORING NOTES h INSTL DET. 06/07/17 R.L. 3.750" 1.000- 0.375" L 2 0.843" . 032" 2.875" SECT5796 CLIP \- 2x 00.210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK SIGNED: 1011312017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET 9Jf i GRATZ. PA 17030-0370 ter •GENg 05 •R 7/'/' AT 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS 0 O411V' RtODRAWN• DY1G N0. 08 8 spa.[ -" —49NTS01/11/12 OF 4 Luls R. Lomas P.E. L. ROBERTO LOMAS P.E. 1432 WDODFORD AD I EWISVILLE. NC 27023 434.6El-0609 r00nkAv lbkmespo cam FL No.: 62514 Florida Building Code Online Page 1 of 3 SCIS Home I Log In I user Registration j Hot Topics I Submit Surcharge I State 6 Facts I Publications FeC Staff I SCIS Site Map I Links I Search i I I IUG Y rn, Product Approval gyp, I USER: Public User Product AOGroVal Menu > Product or AooLcation Seanm > Aool¢ i Ust > Application Detail FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pi ngsheng. zhu @jamesha rdie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. E/ Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R4 COI RIO - Certificate of Independence g& Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL13223 R4 Eouiv RI0-2692E-17 ASTM C1186 eauivalencv.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 If cempanel -installation.odf Approved for use outside HVHZ: Yes FL13223 R4 11 NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 II RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.Ddf Verified By: Ronald 1. Ogawa 24121 Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Ddf FL13223 R4 AE RIO 2689-17 Panel to Furrino Ddf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.Ddf Created by Independent Third Party! Yes 13223. 2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 II Hard iePanel-InstaIlation.odf Approved for use outside HVHZ: Yes FL13223 R4 If NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 II RIO 2689-17 Panel to Furrino.Ddf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.Ddf Verified By: Ronald 1. Ogawa 24121 Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Parry: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Ddf FL13223 R4 AE RIO 2689-17 Panel to Furrino.Ddf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.Ddf Created by Independent Third Party: Yes 13223. 3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 it NOA 17-0406.06.Ddf Approved for use outside HVHZ: Yes FL13223 R4 11 Prevail -Panel -Installation. Ddf Impact Resistant: N/A FL13223 R4 11 RIO 2689-17 Panel to Furrino.Ddf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.Ddf Verified By: Ronald I. Ogawa 24121 Other: For use inside a HVHZ Install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06 Ddf FL13223 R4 AE RIO 2689-17 Panel to Furrino.odf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.Ddf Created by Independent Third Party: Yes Back Nutt Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy statement :: Accessibility Statement •: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall 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 45S, F.S. must provide the Department with an email address It they have one The emalls 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 dick IlUL Product Approval Adepts: LET- 07 m1:- M http:// www. fl oridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Building Code Online Page 3 of 3 Credt Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" - 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie® and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap. Figure 5 sty 9 Figure 6 siding water resistive siding and trim. Figure 8 Refer o fig. 3 on page 1. sang , i I i bamer i i i: l'I I i l' • 2' min. I I, t.- r 4 1 t t :: concretefoundation Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 siding f c lIi . gutter and end cap 11 ffilf 1 2'I min deck IFy Do not bridge floors with HardiePanel® siding. Horizontal KICKOUT FLASHINGjointsshouldalwaysbecreatedbetweenfloorsQig.10). Mier- T Because of the volume of water that can pour down a sloped Resistive I I roof, one of the most critical flashing details occurs where a Banner 4, F`a'" "° Figure 10 roof intersects a sidewall. The roof must be flashed with step Flooring flashing. Where the roof terminates, install a kickout to deflect HorizontalwaterTnm awayfrom the siding. It is best to install a self -adhering membrane on the veall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof Sheathing 4 intersection, install a "kickout" as requif ed by IRC codeIR905.2.8.3 - "...flashing shall be a min. of 4" high and 4" raseia HatdiePanel° wide." James Hardie recommends the kickout be angled between i 000 - 1100 to maximize water deflection BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 j5" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, fill 8 add nail Figure A Figure B do not under drive nails DO NOTSTAPLE Figure 11 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8113 a Hardie Panei'lo JamesHardie Vertical Siding EFFECTIVE SEPTEMBER 2013 IM INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS8 PRODUCTS Vgg W miameshardie.com for the most recent version. SMOOTH - CEDARMILLO - SELECT SIERRA 8 - STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10TM PRODUCTS OUTSIDE AN HZ1 O LOCATION WILL VOID YOUR WARRANTY! TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position pNing station so that vend vill Ldow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and ofts in area 2. Position cutting station in well -ventilated area 2. Use one of the following methods: a. Best i. Scare and snap n. Shears (martial, elecnic or pneumathq - NEVER use a power saw indoors b. Beier i. Dust reducing circular saw e(lupped with a - NEVER use a circular saw blade that does not tarty the HardieBlade saw blade trademark HardieWde saw blade and HERA vacuum exoacfim NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing circular saw wilt a ffardieB de saw blade only use for low In moderate cutting) linportant Note. For maximum protection tlowost respirable dust production), James Hardie recommends alv.%s using -Besr'-1 M cutting methods Mare feasible. NOSH -approved respirators can be used in conNntdion with above ailing practices to furdter reduce dust exposures. Additional e, posture information is available at vAvwtamesharde cDrn to help you Wermine the most appropriate cutting me" for your job requirements. If concem still exists about exposure levels or you do not comply with the above practices, you should allays ==it a qualifiW industrial hygienist or contact James Hardie for further information. sodmaos GENERAL REQUIREMENTS: These instruCions to be used for residential single family installations only. For Commercial / Mum -family installation requirements go to www.JamesHardieCommarcial.com HardiePanel" vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreenAIrring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapO, Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical sidingg in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to CoforPlus section page 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie", Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Expansion Characteristics" at wtwu.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternativelyPositionfasteners3/8" from panel edges and no closer than n2" away from corners. Doo not nail into comers. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical S Installation caulked (Not applicable to ColorPlus* Finish) (fig. 2). Framing must be provided at horizontal and vertical edges for nailing. •Horizontal Joints -Provide Z-flashing at all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 water -resistive barrier water -resistive barrier Double stud may be required to maintain minimum edge 4 stud water-reststrve water -resistive 2 " 4 stud bar'ler barriernailingdistances. . supper panel .—upper panel Figure 1 stud water-resistive; Do tit t/4"gap lk Caulot 1/4^gap barrier p_ *• sheathing ^z HardiePanel Batten Joint "H" Joint 2.8ashing f Z-flasning f O o vertical siding water -resistive barrier decorative keep nails 2 x s stud . _lower '"- band board 3/8' min. i, lower from panel 0 panel •— panN edges plate , ° Figure 4 3/8' leave appropriate gap between Recommendation: when o panels, then caulk* installing Sierra 8, provide moderate contact Caulk Joint a double stud at panel Not applicable to rolarPlus• Finish) joints to avoidnailing keep fasteners 2' Apply caulk in accordance with caulk through grooves. away from comers manufacturer's written application Instructions. nu for additional information an HardieWrapTM" Weather Barrier, consult James Hardie at 1-866-41-tardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie° products contain respirable crystalline sutra, which Is krhmn to the State of California to cruse cancer and is considered By IARC and NOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and Mentally fatal lung disease called silicosis, and has been knl:A with odor dtWses. Some studies suggest smoking may Increase these nsim During utstanatfon of handling. (I I work in outdoor areas with ample ventilation,, (2) use fiber cement shears for curdng or, where not feasible, use a Hardie9lade• saw blade and dust -reducing circular saw attached to a HEPA vacuum: 3) warn others in the immediate area, (4) wear a prooery-fitted. NOSH -approved dust mask or respirator (e.g. N-95) in accordance YAM applicable government tegulabons and manufacturer instructions to fuller limn respirable silica exposures During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For lumber information, refer to our nstaltaudn Instructions and Material Safely Dan Sheet available at wwnv. lameshardie.com or by calling t-800.9HARDIE (t-M942.7343). rAILuRE TO ADHERE TO OUR WARNNGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mere HS1236 - P 1 /3 1 /13 A >o. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. ( DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie', Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie@ ColorPlusO products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus', Technology touch-up applicator. Touch-up should be used sparingly. I( large areas require touch-up, replace the damaged area with new HardiePanel'9 siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus° product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third parry touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION- In accordance with IMES Evaluation Report ESR-1844, HardiePanel® vertical siding is recognized as a surtabie ahemate to that spect5ed in- the 2006.2009, & 2012 International Residential Code for One -and Two-Famyr Dwegings and the 2006, 2009, 8 2012 Imema tonal Building Code. HardePanalvertical siding is also recognized for application In the felloswng. City of Los Angeles Research Report No. 24862, State of Rodda lisang FL#889, Dade County, Ronoa NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Teas Department of Insurance Product Evaluation EC-23, City of Ne v York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional rrdormauon concerning the suitability, of this product for specific applications. 0 2013 James Hardie Building Products. All rights reserved. m TM. SM. and 0 denote trademarks or registered trademarks of Additional Installation Information, James HardieTechnology Limited 0 is a registered Warranties, and Warnings are available at Ja meSHard•e trademark of James Hardie Technology Limited. www.jameshardie.com rol HS1236 - P3/3 6/13 F O_g_awa -MI DARE COUNTY ACOMMM uk u saurorn• - ACCREOITEo July 30, 2017 Pingsheng Zhu, P.E. Product Compliance Engineer James Hardie Building Products 10901 Elm Ave. Fontana, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear Pingsheng: After'review of the 2017. FBC, it is my opinion that the current NOA-17-0406.06 is in cortipliance with the 2017 Florida Building Code. Referenced Standaeds in'the•2017 FBC: 1. Wood: AWC NDS-2015 & SDPWS-2015 2. Structural Loads: ASCE/SEI=7-10 3. Concrete: ACE-318-14 4. Masonry: TMS402-2016/A6536 3rASCE-5.13 S. Structural Steel: AISC 360-10 (Including manual of steel construction 2010 (14"'edition)) 6. Cold -formed Steel: AISH00.12 7. Aluminum: ADM-1-2015: Iri addition, I am making the following Statement of Independence as requested: 1. Ronald Ogawa. does -not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. 2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect 3: Ronald Ogarve Inc does not have, not will it'aoquire a financial interest In any company manufacturing or distributing products for which reports are being issued. 4, Ronald Ogawa does not have, nor will it acquire a financial interest in.any other entity involved in'the approval process of the product. Should you have any questions on anything, plea§e'coritact me. Sincerely, Ronald I. Ogawa, P. . RI Ogawa & Associates, Inc. IAS Laboratory Approval, TL 360 AS Quality Control Agency, AA-705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity State of Florida Approved Validator and Third Party QualityControl Agency 714) 292-2602 ron() riooawa:com CC: Roger OgaWa - RI Ogawa & Associates, Inc. Karen Ogawa - RI Ogamia & Associates, Inc. WO pGAW4 TOF c°v: FsS10 N AL rr tt 1 Lab Address:.1985 Sampson Avenue, Corona, CA 92879 . Phone (714) 321-4939 • Fax (714) 908-1815 • E-mail: roaerftooawa.com Mailing Address: 16835 Algonquin St. 8443. Huntington Beach, CA 92649 • Phone.(702) 491-3710 • Fax.(714) 908.181.5 • E-mail: debbv(cWonawa cam Engineering • Quality Control • Product Development e Inspections • Code Consulting • Expert Witness • Testing M IMI® DADS MIAMI-DARE COUNITY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 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 Q40A) www.miamidade.gov/economv James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: 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 Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -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. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank-, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT I2AMG: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0406.06 Mwr r•taaoe COUNTYNOA Date: May 1, 2022 Approval Date: May 4, 2017 y7 y017 Page 1 James Hardie Bailding Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNGTTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under AAA # I5-0122.04" 1. Statement letter of code conformance to the 5 h edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 19Oat r27/70117 Carlos M. Utrers, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 WALL LENG Stud Spacing at 1G' O.C. rea ..);htl r ior s WALL —§&%I%l,%`!l I1.4 1_ PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration teOS/01/2022 By 9tL Mlami-Da a Product Control Ylet Mri1h irk p Rase irm 1! Rh B I Nails at 16" O.C. (typ.) 3/8' Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 1 HardiePanel, Cempanel, Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 14042 5!8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed r by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 5/8" thick 16 ply APA rated pM^'wd sheathing in accodance with Florida Building Code Section 23223 Water-resisfve barrier per Florida Building Code Secion 1404.2 T X 4' S-P-F Wood Studs Y HardiePanel, i GSl9 _B-B Cempanel, Prevail Panel Siding Mono g_r.L-USC PTLO HardtWP ei . CempanelV. & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. EAJr_lE1=DIMEI J-QN—l$ Width Length Thickness 4' 8,9,10' 5116" pES G PRESSURE A?l&Cx Installation Design Pressure Wood Studs -76 psi Impact Resistant — Planks installed over -W thick / 5 ply APA rated plywood sheathing jj.ARDl f C MP tN,ELPREVAILS t(ILLLSIDJN—(z1NSTA—L.L—kOIISLEETg14$ All installation shell be done in conformance with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HarditePanel, Cempanel, Prevail Panel Siding Hn11 be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N. OA. Mote 1] SIT thick 16 ply APA rated plywood sheathing shall be attached to the studs In accordance with Florida Building Code Section 2322.3. The siding panels shall be installed over 5/8' thick /6 ply APA rated plywood sheathing suppoitec by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16° O.C. Note 2] The siding panel fastener shall be a 2' long, 0.2n' head diameter, 0.092' shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 9M7 A I I PNL PLJ(vOFF Creator. E. Gonzales ISCALE 1/2" =1' o' I Date: 4/2412013 larrssr 1 OF 12 P" Fastener Spacing per FloridaBuildingCodeSection2322.3 L NROVIX9 REVISED . 0 o X*Yi* with Ot Fwri& sSila Coat AoaprAnee No `01 Z . Rnducl Coaerot I. Fastener Spacing per Florida Building Code Section 2322.3 I PRODUCT RENEWED as dft Code as complying with the Florida No fie t NOA- Building Code l/777 NOA-No. 17-0406.06 Explratlon e05/01/2022 By Wtiami Ro4nctCentmi By Mlaml- a duct Control MMI G NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2. 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SEEB.Tb11JG NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 ZAP_2NQ THE PANEL IS FASTENED WITH 2' LONG, 0.223" HEAD DIAMETER, 0.092'•' SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing Sheathing FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTIONtiHARDIEPANEL, n James Hardie Building Products, Inc. 10901 Elrn Avenue Fontana, CA 92337 Phone: 909-05"300 Size fscM NO DM 140 Fax 909-427-0634 A PNL-PLK•SOFF Creator. E. Gonzales SOALe I". T-0• Dale:4/24/2013 SHEET 2OF 12 PROD as cow Buildln NOA—N Expiral By— Miaml, 77- WALL HEIGHT WALL LENGTH Stud Spacing at 16" O.C. B - j L-- Aeeepronoe comtl1y m with rkvMe t / l 4 7 fill rr+1I ! ++ i ti H No, STATE t0Rtio l A_T 41J.A the Florida C7 UCT RENEWED plying with the Florida g Code D. 17-0406.06 a 3/8" Minimum Edge Distance Nails at 6" O.C. (iyp.) Sheathing fastener, as described in Note 1. Panel fastener, as described In Note 2 HardiePanel® Siding Water -resistive, barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. Ion D e05101/2022 209a, 3-5/8"X 1.5/8" Metal CStud The wall and soffit frames are to be designed a e Product Control by the Archited or Engineer of Record In compliance with the Florida Building Code. SEE P30DUCT tt q I TIQ-M HardlePanel®, Cempanel®, & PhavailO DETAIL A Panel Siding materials are nonasbestos 618" thick / 5 ply APA rated fiber -cement products tested in 7---- '+ plywood sheathing fastened accordance with ASTM C1186 Grade II, to metal studs as described Type A and meeting the requirements o'. in Note 1 the Florida Building Code. AMLQUELMONA 1 Water-reslstive Width Length Thickness barrierperFlorida Building Code 4' 8,9,10' 6116, Section 1404.2 JZESLG_N-J3jE5jSU8I _R/1TJJJ-G. Installation Design Pressure Mega, X 1-ti18" Metal Studs -104 psf r C-atuMetal •stud rrrr HardlePanel, Impact Resistant— U_110ftj Cempanel, Panel installed over 6/8" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding HARD A1 L,CEMPgLJjzl,P@E(ALL Pq IEJ.SIDIA Cs I ySJ}LL,4J 0 1 DETAI4S All installation shall be done In conformance with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Sullding Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be Installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 11 5W thIck / 5 ply APA rated plywood sheathing shall be attached to metal studs at 8"oe at panel edges and all Intermediate supports using a No.8-18, 0.315" head diameter x 1-114' long bugle head screw The siding panels shall be Installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 35/8" X 1-518" Metal C-studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0,316" head diameter X 1-5/80 long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEI, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 9=7 No Fax 909427-0634 I A I I PNL-PLKSOFF Creator. E. Gonzales IsC,Ar.s' 1/2-Q 1'•C- 1 Date.4/24/2013 (SHEET 3OF 12 11 PRODUCT RENEWED 39 complying with the Florida Building Code NOA-No. 17-0406.06 T Expiration te05/01/2022 6.00in. PRODUCT REVlSM a/ tot* g wilfi the FWd& N*/^ 3/! 0 By M edc Product fvabol I' I I II I• IT6.00in• I II, II II I• I I r WIgr REvMED o aug; r'nB Milk the F106414 Dery C {= troaud II I,I II I.I II FRAMING NOMINAL 20 GAUGE 3-5&' X 1,5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/80 WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE s E 111L NOMINAL 50 THICK/ 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT W OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A N0.8-18, 0.315" HEAD DIAMETER 1-1W LONG BUGLE HEAD SCREW C`LWQDING THE PANEL IS FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6.O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding I I I /I I i Framing I i• I Sheathing II I•I I I II I I,I I.I i I 1 1 OGA STATE OF cc.` I.I i•I =0 FC0R10P •` SRO N A1- FOR METAL D WOOD STUDS. PROVISIONS FOR DIAPHRAGM ACTION AND NOT PARTF TH S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONSFGRAVITY ARE OR THESE LOADS) HARDIEPANE• L, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc 10901 Elm Avenue Fontana, CA 92337 hone: 909-35&6300 Size FScm No Dwo NO Fax 909-027-0634 A PNL-PLK-SOFF Creator: Iw Gonzales Sage 1' a 1'-0° Dale: 4124/2.013 SHEET 4 OF 12 1 T WALL at 16" O.C. LENG as ooiaTply+t with {qe 6iortdA i I `. . . Ercpi t crt " 7' Mi • I I Control I h I _ 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) QETAIL A as yid with Fbrids No 15 12.e¢ Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Skiing Water -resistive barrier per Florida Building Code Section 1404.2 518" thick / 5 ply APA rated plywood sheathing fastened PRODUCT RENEWED In accordancewith Florida as complying with the Florida Building Code Section Building Code 2322.3 NOA-No. 1 T-0406.06 Expiration teO5/01/2022 2"X 4" S-P-F Wood Studs The wall and soffit frames are to be designed By The the Architect or Engineer of Record in Mlam' r5 a Product Control comDliance with the Florida Building Code. SEE DETAIL A MoauCT Dusi-MI'Uglf. HardlePlank®, Cemplank®, & Prevail® Plank Lap Siding materials 5/8" thick 15 pty APA are nonasbestos fiber -cementproductstestedInaccordance withratedplywoodASTMC1186Grade11, Type A and sheathing in meeting the requirements of theaccordancewithFloridaBuildingCode. Florida Building Code Section 2322.3 pgNlEtjPjj@%N%A- Waterresistive Width Length Thickness barrier per Florida 59-1/2' 12' 5/16" Building Code Sodion 14042 Q ctGN PRIsASQRF -ATkL 2" X 4• S-P•F Installation Design Pressure Wood Studs Wood Studs -92 psi Lap Siding Impact Resistant — Planks Installed over 5/8" thick / 5 ply 1-1/4' fall X 5/16" APA rated plywood sheathing thick starter ship A—RjQIj_p_L$NF<CEMP4INKLPR 1).l-A StpJ.NGj1NS7al.LAT O D 1,I t$ All lnstallaUon shall be done in conformance with this Not ce of Acceptance, the manufacturer's Installation reCommendaGons, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank, Cemplank, Prevail Lap Slding will be installed shall be designed by an Engineer or Architect per the Florida 6ulldtng Code and the requirements of this N.O.A. Note 1] 5/8"thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank Is:5 8-1/4" vertically. Note 21 The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened 5 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed In the overlapping area approximately 3W from the bottom edge of the overlapping plank Vertical Joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of 2'X4" S-P-F wood studs spaced a maximum of 1W O.C. Fasteners shall have a minimum edge distance of 3W. HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 rze FSGM NO I ova No A PNL-PLK-SOFF Creator. E. Gonzales Isek" 1/2" =1'-0" I' Date; 412412013 IsHEET 5 OP 12 REV Fastener Spacing per Florld3 Building Code Section 2322.3 r- I —16 in. OC—I /Cladding PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 0.75in '_ _ Explra}Ion D e05/01/2022 By Mlami-D'adfi Product Control at ownptyimg wiffi to Fk idn Acsivtmm ]3o G -0^ t1, 0 i III Fastener Spacing per Florida Building Code Section 2322.3 FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 9ORNAIH N_Q. NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 XADQM PLANKS.OVERLAP 1-1W THE EXPOSURE IS THE PLANKS ARE FACE NAILED WITH 2-1/2• LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS,-PLACEO 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOM1 Framing Sheathing MMUCr REVISED mptrng whL tee ilorlde I `SF-% lr I• • No. 21 13r ' • STATE OF ' 1 i do tPmd..y P , VORID. TONAL E Ay FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND t;iVIYY'rLOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 A I I • PNL-PLK-SOFF REV WALL 1 B tud Spacing at 16" O.C. WALL LENGTH SEE P&QDUCT DF iPXSCRIPT DETAIL A HardiePlankO, CemplankO, and 8"thick 15 ply APA Prevail® Plank Lap Siding materials j r T-- -.-- »rl- -- --1 rated plywood are nonasbestos fiber -cement products tested In accordance withsheathingfastened ASTM C1188 Grade II, Type A and to metal studs as1i pRQIN t meeting the requirements of the s' described In Note 1 Florida Building CiiaewnhiLo "-rich j j w i jib/ Pde. i i i 8dldi g us - { Water -resistive barrier per Florida PIAU"ME Si CC Building Code Width Length Thickness Section 1404.2 S 9-1W 12' iY + dt'eoduit CaeAoel ` : ¢ j -: 20ga, 33/8" X 1-518" Metal Gslud i S GN PRESSU 2E ii Uup- 1r\ ' . Installation Design Pressure ii._ _ - _ lam._-_-. :' -- _ ,S. F ` rdiePlank, Metal Studs -92 psf mplank, Prevail r S NAL G cJlo Lap Siding Impact Resistant — 3/ 4 Minimum Edge Distance Nails at 16 O.C. (typ.) .1-1/4' tall X 5116- Planks Installed over 5/8 thick /5 ply nick starter strip APA rated plywood sheathing D _ 7E 1LL We Fkxies PRODUCT RENEWED as complying with the Florida Building Code NOA- No. 17-0406.06 Expiration OS/01/2022 By Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water - resistive barrier per Florida Building Code Section 1404.2 518" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3.5/8" X 1-518" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. N01gRDIEPL. NK CEMPLAtJKE1/AI L IDjJ G1f T,1 I.TIQ I E gILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at ti oe at panel edges and all intermediate supports using a No.8-18, 0.MS' head diameter x 1-1/4" long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is s 8-1/4" vertically. Note 2) The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4• long' bugle head screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8-1/4" O.C. vertically and 16" O.G. horizontally; fasteners are driven into metal studs through 618" thick / 5 ply APA rated plywood sheathing, •fasteners are placed in the overtopping area approximately 3/4' from the bottom edge of the overlapping plank: Vertical joints shall be placed over studs. The planks shall be Installed over 5/8" thick /5 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-5/8" X 1-5/8" Metal C•studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Nnone: 9o9-356-63oo We rscM NO - owe flo Fax 909427-0634 A PNL-PLK SOFF Creator. E. Gonzales scAe 1/2" - V-0" Date: 4/24/2013 SKU 7 of 12 16.00in. 1+-- 161n. OC T I 6.00in. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 0.751n.T Ex (ration D te05/01/2022 •) By I•I MinmWIncle Product Control I I as conapl M Nifi the Florida awls" Code AN. 13cr;1/•D' A' idh+i4t'r oc 5825in. Fltl Ml J NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16' O.C. FASTENED WITH 5/8' LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHW NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CLADD-UNG PLANKS OVERLAP 1-1/4' It THE EXPOSURE IS S 8-1/4" it THE PLANKS ARE FASTENED WITH NO.6-18, 0.315" HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION REVISED o"gldliw'8 wM On Fie" ceft No S ' Cladding Framing Sheathing O. 121 STATE OF Fs' oIVAI.H ' 3 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products,.Inc. 10901 Elm Avenue Fontana, CA 92337 7hone: 909-356-6300 size FSCw No WAG No Rev Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE V c T-0' 7 Date: 4/24/2013 ISMET 8 OF 12 WALL LENGTH Stud Spacing at W. O.C. Gl_ 1 I 1 WALL 318" Minimum PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration DateOS101/2022 SEE DETAIL A I ) 2" X 4" S-P-F Wood Studs HardieSofiit, CemsofR SESjjO_9 .. Nails at 4" O.C. (typ.)pRODUCr REvL%ED Distance a cagoyt„ s wA *a Swift 13dndins Co6e dl o r mimirpok 8y PnAX1 CAlwal Soffit fastener, as described in Note 1 HardleSoffil, Cemsoifit By r Mlaml- a e Product Control j Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. P 130_D1&LgESCA1E1t0N Hardie5otfit® & Cemsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFIT_pIMENSIQN$ Width Length Thickness 4' V 114, DESIGIyFfZF,S_SURE RUj IG Installation Design Pressure Wood Studs -70 psf oGAWq No. 4 21. r STATE OF Q S810NA\ HA RDl ESO C E(Vl SO_FF T_p tJ EL T..AJ)Qyp ErA I LS All Installation shall be done In conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardleSoffit, Cemsoffd will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum 2' ,4" S-P-F wood studs spaced a maximum of V O.C. Note 1] The soffit fastener shall be a 2" long, 0.223' head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs, the fasteners shall be driven into wood studs located at 16" U.C. Fasteners shall have a minimum edge distanoe of 318" and a minimum clearance of 2" from comers. PRODt1CrRXVLsM i ft °'°>. Bo ao)ric f3-0_ 3l1,07 Brpimioa Datc/15 Ln, ?n» Pr«u co ew HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION SIZE I FSCM No James Hardie Building Products, Inc. 10001 Elm Avenue Fontana, CA 92337 PNL-PLK-SOFF Creator. E. Gonzales IscuE 12--11-0" 1 Date: 412412013 Ismer 9 OF 12 PRODUCT RENEWED as complying with the Florida . Building Code NOA-No. 17-0406.06 Expiration Da 05/01 /2022 By 4.00in.l Miami-06 Product Control PRobtlCrREvlsii PRODt) rxe> 1Si6D e crooyies with &Ae n KI& as compl)itq wilb Me if larlh B1111114 Code A D OeW-40. A I°° epta°°n It i .Q% Deft moo» low Miam' U:6c Protioes Cormol FRAMKQ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP -AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 9I,1_DD1N_G THE SOFFIT IS FASTENED WITH 2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS a Cladding Framing- No. 121 STATE OF F-OR1 P'' SS10NA C; FOR METAL AND WOOD STUDS. PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 0 10901 Elm AvenueINFontana, CA 92337 hone: 909-356-6300 SIZE FSCM NO DWG Np Fax 909-427-0634 A PNL-PLK-SOrF Creator. I- Gonzales SCALE 1"=1=0' Date: 4/24/2013 6HEE1 10 OF 12 1 FA WALL LENGTH Stud Spading at 16" O.C. i--- T. rr i.: PRODUCT RENEWED as complying with the Florida Building Code i j l i NOA-No. 17-0406.06 1. WALL , El T Expiration By i Mlaml-Ddo I i i I I t !•I 3/8" Minimum Edge Distance 05/01 /2022 Nails at 6" O.C. (typ. I fastener, as ribed in Note 1 HardieSoffit, Cemsoffit 20ga, 3-5/8" 1-5/8" Metal C-stud j The wall and soffit frames are to be L. designed by the Architect or Engineer of Record In compliance with the Florida Building Code. SEE P-F.QDUCT QM iSIP—TiP l HardieSoffitO & Cemsoffit® materials DETAIL A are nonasbestos fiber -cement products T— tosted to aonordance with ASTM C1186 1 Grade II, Type A and meeting the requirements of the Florida Building Code. 2099, 3-5/8'X 1-5/8- S0-FFIT niWN5LQLI-s- Metal Gstud Width Length Thickness 4' 8' a ie o t, PDE.S.LGIJELi fJ tG jCeriuofiit Installation Design Pressure Metal Studs0 GA I. Irlrrri •- SECT1f- N &— lt PRODIJCi REVISER .. PReD a REVISED as eamlyi% with &e Florida n the fb a. itA ries gamin wBuilding Cods t 'V' W l •e" N• 12 d A No 1 Aa"WO No Expiration ley D•• STATE OF a Pn dw+ eomol M edeP odeetCaitrol _ F• • 4ORID ss NAL • N ' ,iii% 1iARp(E, S_O_EFL'IiCEMSOF_I_LPAtyEL IIJSAL].971QI±QE[AILS %.rrrtt All Installation shall be done in conformance with this Notice of Acceptan&,101,@Yl ufacturer•s installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardleSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum 20ga, Nominal 3-618" X 1-5/6' Metal C-studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-114' long* ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating metal ' framing);the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIESOFFfT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardle Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 om No RSV PNL-PLK- SOFF 1 1 Creator. E.- Gonzales jscALE' IJ24- T-0" j Date:4/2412013 jsHEsr 11 OF 12 16.001n. Cladding Fuming 6.001n. I. J . .. PROiDUCr RSVISSD PRODUCT RENEWED 'mcca ly- WM ft.vlotidt+ PRODU-TRE jSM ' as comp)yyIng with the Florida edmiss cow witbdwfiori& Building Code AooePlenoe rjp s NOA-No. 17-0406.06 ,4sacptm W, 0011.07 Illtitt WA Explration 05/01/2022P' OR 7 1 M . i e Pto Controt Miami-D d Product Control 2 Fssf aNA';{ NOMINAL 20 GAUGE 3 AF X 1-/61 HEAD SCREWS (2 PER TOP STEEL STUDS O.C. FASTENED WITH 5/8WAFER HEAFOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) - NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR EOGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 9- L&-Q1N-Q HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETERX1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc, SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10961 Elm Avenue STUDS 111M Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO MCI NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator E. Gonzales SCALS 1° = 9'-0" Date: 4124/2013 SHEET 12 OF 12 PROJECT RIO-2689-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN WIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I.OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 0"3 HUNTINGTON BEACH, CA 92649 T)714-292-2602;(F)714-847-4595 PROJECT; RIO-2689-17 EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names covered In this evaluation: Her"Penel® Siding, Cempentl® Siding. Prevail- Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015International Building Code 2015International Residential Code JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 bNo@jameshardte.com EVALUATION PURPOSE: This analysis Is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempenel, Prevail Panel) siding fastened to wood fumngs on either wood or metal training with nails or screws REFERENCE REPORTS: 1. Intertek Report 102024363COO-001A. Transverse load test an HardiePanel. TEST RESULTS: Table la. Results of Transverse Load Testing Frame Fastener Ultimate Allowable Test Thickness Width Spading Spacing Fastener Type Load Design Load' Report Number A n.) in. Frame Type n. n. and 01mensions F) PSF) Failure Made 102024383CO0.001A Intanek 0.3125 48 2X4 wood stud, 314' thick by 16 6 No. 8 X 1.25- long X 0.323' I -to 160.7 53.6 puff through /fracture3.5' wide SPF furring fibbed bugle head screws 102024363000-001A Irxenek 0.3125 46 2X4 wood stud, 314- thick by 8 No. 8 X .25' long X 0.323' HO 131.1 43.8 pub throughfurring3.5' wide SPF fung ribbed bugle head screws 102024363COO- A Intertak 0.3126 48 2X4 wood stud. 314' thick by 1616 12 No. 8 X 1.25 long X 0 323' HD 108.1 35.4 pull through3.5' vide SPF furring bugle head screws 102024363COO-001A Intenek 0.3125 48 2X4 wood stud, 314' thick by 18 B 0.09C shank X 0.215' HD x 1.5' 147.8 9.2 pull through /fraqure3.5' wide SPF turfing long ring shank nod 102024363COO-001A Intenek 0.3125 48 2X4 wood stud, 314' thick by 24 8 No. 8 X 1.2S' long X 0.323' HO 7 27.6 pull though itraaure3.5' wide SPF furring ribbed bugle head screws 1. Aft rastenem were instaiiea on kumng without penetration into me naming members. 2. Allowable load is detemtined from ultimate load divided by a factor of safety of 3. 3. HaidiePand Siding compiles with ASTM C1186, Standard Specification for Grade it, Tgw A Non-asoestos Fiber -Cement Flat Sheets Table 1b. Analysis of Allowable Load for 08 Screw at 10' O.C. r8 Screw Spacina Fastener Spacing in. 8 12 10 Frame spacing (in. i6 16 16 nerFasteTfi area h' 0.89 3 1.11 Allowable load 43.6 35.4 38.8 Individual fastener load ib. 38.9 2 43.1 The fastener load for 98 screw at 10' O.C. was calculated as the average of the test results for 8' and 12' O.C. The allowable load for 08 screw at the spacing of ttr O.C. Into furring can be calculated by interpolating the results of same fastener at 8' and 12' O.C., since both tests tad same failure mode of fastener pull through from the panels. As shown in the able, the allowable load for all screws installed at 10' O.C. to wood furring is 38.8 pat. Justification of Using the Results on Light Gauge Steal Framing In the subject configurations, all fasteners were attached to fumng only, so whether the tuning is attached to wood or cited framing does not affect panels' transverse load capacity. Its the project engineers responsibility to ensure the furring attachment and framing merebers to have sufficient load capacities. pGAW4 RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 9443 HUNTINGTON BEACH, CA 92649 1) 714-292-2602; (F) 714447-4595 PROJECT. RIO-2669.17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-688-542-7343 in(o(lameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is detemined via compliance testing to transverse load national teal standards. 1As the transverse load testing an allowable design load is determined based on a factor of safely of 3 applied to the ultimate test load. Equation 1, q6=0.0025E-V.-f ,. -,A W. ASCE 7.10 equation 30.3.1) velocity pressure at height z K, , velodry pressure a)posure modem evaluated at height z K. , topographic factor Equation 2, K, , wind directionality factor V , basic wind speed (3-Second gust MPH) as detemdned from 2015 IBC Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5.1A, B. or C V--V, (re1. 2015 IBC Section 1602.1 deQniaons) V. , ultimate design wind speeds (3-second gust MPH) determined from 2015 IBC Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5-1A, e, or C Equation 3, P=q,•(GC,,{,C j (ref ASCE 7-10 equation 30.6-1) GC. , product of etdemat pressure coefficient and gust -effect factor GCi . product of imemal pressure coefficient and "-affect factor p , design pressure (PSF) for Siding (allowable deagn load for siding) To determine design pressure, suostdute q, into Equation 3, Equation 4, p=0.00256'V,'KWK.'V."(GC.GC..) Allowable Stress Desgn, ASCE 7-10 Section 2.4.1, load combination 7 Equation 6, 0.60.0.6W (ref ASCE 7-10 section 2 4.1, load combination 7) 0 , dead load W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) Pont Equation 4 to p (design pressure) determined hom equation 4 Equation 6, p.,. = O.8'(pl Equation 7, p_, - 0.610.00256'1(,'Ka•K.N.'(GC.GC.i)I Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Handis Siding in Table 6, sore Equation 7 for V., Equation 8, V. a (p_4 6'0.00256•K.'Ka•K.'(GC.GC,J)ss Applicable to methods speatied in Exoeptions 1 Mrough 3 of 2015 IBC SeMM i609.1.1., to determine the allowable nominal design wind speed (Vasil) for Hardie Sdmg in Toole 6, apply the conversion IbrmWa below, Equation 9, Vim. - V. • (0.6)03 (ref 201518C Section 1609.3 11 V.... Nonunal design wind speed (3-second gust mph) (ref. 201518C Section 1602.1) rj Ef RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0"3 HUNTINGTON BEACH, CA 02849 1) 714-292-2602; (F) 714-8474595 PROJECT* RIO.2689-17 Table 2. Coefficients and Constants used In Determining V and p, t<. as 20ie 5 Height (it) Exp 8 Exp C E* 0 Ka Ka GC. G 0.15 0.7 0.05 1 1.03 11960 1 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 085 1.4 0.18 25 0.7 0.94 112 1 0.85 1.4 0.18 30 0.7 0.98 1.16 1 0.85 1.4 0.18 35 073 1.01 1.19 1 0.85 1.4 0.16 40 0.76 1.04 1.22 1 0.85 1.4 0.18 45 0 785 1.065 1.245 1 0.85 1 .1.1 0.18 50 0.81 1.09 1.27 1 0.85 1.4 55 0.83 1.11 1.29 1 0.85 1.4 0.18 60 0.85 1.13 1.31 1 0.85 1.4 1 0.16 100 0.99 1281 1.43 1 Iu60 I 1 1 085 1 1.8 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@iameshardie.com Table 3, Allowable Stress Design • Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds . Wind Exposure Category 8, d Speed 3-sewnWgust)' 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 8 8 8 e 6 8 8 e 8 8 8 e 8 e 0.15 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 62.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 637 30 14.4 15.9 17.5 19.1 20.8 24.4 28 3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25 4 29 5 33.9 38.6 43.6 48.8 54.4 60.2 66.4 40 15.7. 17.3 190 20.7 22.6 28.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 69.1 45 16.2 17.9 19.6 1 -21.4 1 .233 1 -27.4 1 31.7 38.4 1 41.5 46 8 625 am58.5j 64.0 71.4 50 16.7 164 20.2 1 -221 1 241 1 -282 1 -32.7 37.8 1 42.8 48.3 54.1 60.3 66.8 73.7 55 17.1 18.9 20 7 228 24.7 28.9 33 8 38.5 43 8 49.5 55.5 61.8 68.5 75.5 bu 1 9. 3 100 25.6 28.2 31.0 1 318 1 36.9 43.3 50.2 57.8 65.5 74.0 629 92.4 1 1024 112.9 Table 4, Allowable Stress Design - Component and Cladding (CEC) Pressures (PSF) to be Resisted at Various Wind Speeds -Wind Exposure Category C. d Speed 3•seoend ust 5 110 115 120 130 140 150 160 170 180 190 200 210 Height 11 C C C C C C C C C C C C 0.15 3 21.2 23.2 25.2 29.6 34 4 39.5 44.9 50.7 W.8 63.3 70.1 77.3 20 6 22.5 24.6 26 7 31.4 36 4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 4W-23.7 23.5 25.6 27.9 32.8 38.0 43.6 49.6 58.0 62.8 70.0 77.6 65.5 30 3 24.5 26.7 291 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 89.2 35 0 252 27.6 30.0 35.2 40.8 46.9 53.3 60.2 67.5 75.2 83.3 019 40 7 26.0 28.4 30.9 36.3 420 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 2 28.8 1 -29.1 1 .31.8 1 -37.1 1 43A 49A 56.2 63.5 71.2 79.3 67.9 96.9 50 225 1 -24.8 272 1 -29.7 1 •324 1 -38.0 1 441 50.6 57.6 85.0 72.9 81.2 69e 09.2 55 22.9 1 -25.2 1 27.7 1 30.3 1 33 0 1 38.7 1 44.9 j 51.5 1 •58.6 56.2 74.2 82.7 91.6 101.0 23.3 6 4 . 52.4 1 - 9. 4 1 100 328 1 35.9 1 39.4 1 43.1 1 46.9 1 55.0 1 638 73.3 1 63.1 94,1 105 5 1 117.6 130.3 1 143.6 Table 6, Allowable Stress Design - Component and Cladding (CEC) Pressures (PSF) to be Restated at Various Wind Speeds - Wind Exposure Category D. d S 3-secondoust) 100 105 110 115 1 120 130 140 150 160 170 180 190 200 210 Height (it) 0 D O D 0 D 0 D D D 0 D D 0 0.15 21.2 23.4 25.7 28.1 30 6 35.9 41.6 47.8 54.4 61.4 we 76.7 as.5 93.7 20 22.3 24.6 27.0 29.5 321 37.7 43.7 60.1 57.0 64.4 72.2 SOA 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45 3 520 59.1 66.8 74.9 83.4 92.4 101.9 30 23.9 26.4 29.0 31.6 34.5 40.4 46.9 53 8 61.3 69.2 77.5 46.4 95 7 106.5 35 24.5 27.1 29.7 325 35.3 41.5 48.1 55.2 62.8 70.9 79.5 68.6 98.2 108.3 40 25.2 27.7 30.5 U3 36.2 42.5 49.3 56.6 64.4 72.7 81.6 90.9 100.7 111.0 45 25.7 1 -28.3 1 31A 34.0 37.0 43.4 503 1 57.8 I 55.7 74.2 1 -83.2 927 102-7 113.3 50 28.2 28.9 31.7 34.6 37 7 44.3 51 3 58.9 67.1 75.7 84.9 a 104.8 115.5 55 28.8 29.3 32.2 35 2 38.3 45.0 52.2 59.9 48.1 76.9 68.2 98.1 108.4 117.1 2 1 .1 100 37.0 40.11 44.7 48.9 53.2 52.5 72.5 63.2 94.8 106.8 119.8 1347.23.4 1 163.0 Tables 3. 4. and 5 are he on ASCE 7-10 and consistent with the 20t 518C. 2015 IRC RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602;(F) 714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 Into@jameshardie.com Table 6, Allowable Wind Speed (mph) for HardlePanel Siding (Ana"cal Method In ASCE 7-10 Chapter 30 C&C Par11 and Part 3) a 201518C, 2017 FBC 20151BC, 2017 FBC 1 Cod fidents used in Table 4 calculations tar V. Allowable. Ultimate Design Wnd, Speed, asV,. 3-second gust mph) Allowable, Nominal Design Wind, Speed, 11Vr 3-second gust mph) Alai teble to methods specified in 1201518C, 2017 FOCI Section 1609.1.1. as determined byl 12011518C, 2017 FOCI Figures 1809.3(1 ), (2). m 31 Applicable to methoda specified In Excepoons 1 through 3 of 1201518C, 2017 FOCI Section 1600.1.1. 1 Mdnd exposure category VAnd exposure category Sam9 K Product Minimum Thickness M•) in) 1Mdth Fastener Type Fastener Spacing Gn•) Frame Type Stud Spacing Gti) Building Hmgne. s a) B C 0 B C 01 Ag,w,ble Design t ad vas E, p 8 Em C Exp 0 V , w G4 ad, HerdiePenel® 5I18 ae No. l % 1.25' Icing X 0.3beHOribbed bugle head screws 6" O.C. Into tuning oily 2X4 wood or ra in steel framing. 3N' thick by 3.5' wide wood tuning 1•ra 16 0.15 193 175 159 148 135 123 53.6 0.70 0.65 1.03 hs60 1 OAS 1.4 0.18 20 193 170 155 149 132 120 43.6 0.70 0.90 1.0a 1 OAS IA 018 25 193 le6 152 149 129 11e 53.6 0.70 0.94 1.12 1 0.86 14 018 30 193 163 150 149 126 118 33.6 0.70 0.98 1.18 1 0.95 1.4 0.18 35 189 160 148 146 124 114 S3A 0.73 1 01 1.19 1 O.sS 1.4 0181 40 te5 ISO 146 143 122 113 S3A 0.76 1.04 1.22 1 0,65 1.4 0.1e 45 172 150 140 133 116 108 53.6 0.88 1.15 1.33 1 0.95 1.4 0181 50 179 154 143 139 120 Ill S36 0.81 1.09 t27 1 0.sS t.4 0.1e 55 177 153 142 137 119 Ito 536 0.83 1.11 1.20 1 0.05 14 0.18 60 176 152 141 135 117 109 33a 0.55 1.13 1.31 1 0.65 1.4 Did 100 145 128 120 112 99 93 SSA 0.99 126 1.43 h-60 t 0.85 1.6 018 HartllePenel® 5/16 49 No. 8 X 1.25' long X 0.323' HO cabbed bugle head screws 6' O.C. into furring Only 2X4 wood or 20 ga. steel framing, V4' thick by 35' wide wood Ong VA 16 0.15 174 158 144 135 122 Ill 43.0 0.70 0.85 1.03 hiss 1 0.95 1.4 018 20 174 154 140 135 Ito 109 43.8 0.70 0.90 1.08 1 OAS 1.4 0.18 25 174 150 138 135 116 107 43 8 0.70 0.04 1 12 1 0.85 1.4 0.18 30 174 147 135 135 114 105 43.8 0.70 0.08 1.16 1 040S 1.4 0.18 35 171 145 134 132 112 103 43A 0.73 1.01 1.19 1 0.6S 144 0.18 40 167 143 132 129 111 102 43.8 0.76 1.04 122 1 0.85 1.4 0.18 45 164 141 131 127 109 101 43A 0.79 1.07 125 1 OAS 1.4 0.181 60 1 162 140 129 125 108 100 43.8 0.81 1.09 127 1 0.65 tA Ole 55 160 138 128 124 107 99 3.8 0.63 1.11 129 1 0.65 1.4 018 80 158 137 127 122 106 99 438 0.95 1.13 1.31 1 0.65 1.4 018 100 131 116 101 90 43.a 099 126 1.43 hs60 1 0.05 1.e 018 NarOiePand® 5/16 48 No. 8 X 1.25- long X 0.323' HO ribbed bugle head screws lo- O.C. into forting only 2X4 wood or 20 ge. steel framing, 3l4' thick by 3.5' wide wood tuning 67a 16 0.15 164 149 136 127 115 105 38A 0.70 0.65 1.03 hM 1 0.85 1.4 0.18 20 164 145 132 127 112 102 WA 0.70 0.90 1.08 1 0.85 1.4 0.18 25 164 141 130 127 110 100 J8A 0.70 0.94 1.12 1 0.05 1.4 O.te 30 164 139 127 127 107 99 382 0.70 0.98 1.16 1 0.e5 1.4 0.18 35 161 136 126 124 106 97 36.8 0.73 1.01 1.19 1 0.85 1.4 0.1e 40 157 134 124 122 104 96 34A 0.76 1.04 122 1 OAS 1.4 0.18 45 155 133 123 120 103 95 MA 0.70 1.07 125 1 0.65 1.4 0.18 50 152 131 122 Ila 102 94 36.6 0.61 1 1.09 1.27 1 0.95 1.4 0.1e 55 161 130 121 117 101 94 38.s 0.83 1.11 129 1 OAS 1.4 0.1e 60 ta9 129 120 115 100 93 me 0.85 1.13 1 1.31 1 OAS 1.4 0.18 100 123 95 36.8 0.99 126 1.43 ha60 t OAS 1.0 0.16 HerdlePand>O 5J16 48 No. 8 X 125- long 0.323' HO ribbed bugle heed ar7ew9 12- O.C. imo h8ring only 2X4 wood or 20 ga. steel framing, 314' thick 11y 3.5' wide wood tuning 1.1A 16 0.16 157 142 129 121 110 100 35.4 0.70 0.85 1.03 hs60 OAS 1.4 0.18 20 157 130 126 121 107 98 35.4 0.70 0.90 1.06 t 0.85 1.4 0.14 25 157 135 124 121 105 96 354 0.70 0.94 1.12 1 0.95 1 4 0.18 30 157 132 122 121 103 94 M.4 0.70 0.98 1.16 1 0.05 1.4 0.18 35 153 130 120 119 101 93 35.4 0.73 1.01 1.19 1 0.05 1.4 0.1e 40 150 128 119 116 100 92 35.4 0.76 1.04 122 1 0.95 1.4 0.18 45 148 127 117 115 98 91 35A 0.70 1.07 12S 1 0.95 1.1 50 146 125 116 113 97 90 354 0.81 1.09 t27 1 0.65 1.4 A's 55 144 124 115 111 96 890.03 1.11 1.29 1 0.95 1.4 60 142 123 114 110 95 89 351 0.85 113 1.31 1 O.a5 1.4 100 116 91 354 0.99 128 1.43 h>60 1 1.0 0.10 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 r) 714-292-2602: IF) 714-647-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 in(o(@jameshardie.com Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design WIiM, Speed, V , a V 'p, w 3-second gust mph) 3-second gust mph) Applicable to methods specified in 1201518C, ApphoWe to methods 2017 FBC) Section sped5edn Exceptions 1 1609.1.1, as detenened Oy through 3 of 1201518C, 12015 IBC, 2017 FBC1 2017 FBC) Section Figures 1609.3(1).(2). or 1609.1.1. 3)• 1 1 Coefficients used In Table 6 celeulatioro for V_ Wild exposure category Wind a re Category Siding K Product Minimum Thickness tn.) VNdth en.)Type Fastener Fastener Spacing on.) frame Type Stud Spacing n•) Building Helghtl'e 00 8 C O B C O Alowable Oesi ntoad PsO Exp8 E*C Expo K. K. GC. G 0.15 138 125 114 107 97 88 27.6 0.70 O.111.S 1.03 hi60 1 0.65 1.4 0.18 20 136 122 111 107 94 86 27.6 0.70 0.90 1.08 1 0.a5 71.4 0.16 HardlePanel® Sn6 No. 6 X 1.25' long X 0.323' HD ribbed bugle head screws 8' O.C. into furring only 2X4 wood or 20 ga. steel hllrmng, 314' tNHk by 3.5' wide wood furring 1,1,a 24 25 138 119 107 92 27.6 0.70 0.04 1.12 1 Od5 1.4 o5e 30 138 117 1 107 91 27.6 0.70 0.98 1 1.16 1 O.e.S 77 0.18 35 135 115 105 89 27.6 0.73 1.01 119 1 0.a5 1.4 0.10 40 133 113 1 103 se 276 0.76 1.04 122 1 0.65 1A 0,18 45 131 112 101 87 27b 0.79 1.07 125 1 0.85 1.4 O 1a 50 129 111 100 86 27.6 0.61 1.09 127 1 0.65 1 4 0.16 65 127 98 27b 0.03 1.11 129 1 0.65 1.4 0.18 6'0 125 97 27.6 OAS IA3 1.31 1 005 1.4 O.ia 100 27A 0.99 128 1.43 hs60 1 0.65 1.a 0.1a 0-15 185 168 152 143 130 lie 492 070 0.85 1.03 hAO 1 OAS 1.4 0.18 20 185 183 149 143 126 1 115 492 0.70 ago 1.00 1 0.65 1 4 0.16 HardiePanel•A Sn6 48 0.090' shank X 0.215' HD x 1.S long ring shank nail 6' O.0 into furring only 2X4 wood or 20 ga, steel framing, 314' thick by 3.5' wide wood furring r•rA 16 25 185 159 146 143 123 113 492 0.70 0.04 112 1 0.65 1.4 0.18 30 185 156 143 143 121 111 402 0.70 O.9e TIT 1 0.a5 1.4 0.18 35 181 154 142 140 119 110 492 0.73 1.01 1.19 1 O.es 1.4 0.18 40 177 151 140 137 117 108 92 076 1.04 122 i O.as AA 0.16 45 174 1S0 136 135 116 107 492 079 1.07 125 1 085 1.4 o.ta 50 172 140 137 133 115 106 92 0.81 1.09 1.27 1 O.e5 14 0.1E 55 170 147 136 131 114 105 492 O.a3 1.11 120 1 0.95 1.4 0.1a 60 168 145 135 130 113 105 492 0.65 1.13 1.31 t OAS 1.4 0.18 100 139 123 115 107 95 89 49.2 0.99 126 1.43 1060 1 0.05 1.0 0.18 64. ,,...,.. . n.-V ,n an. mna -ri v au oe uestpnao ey M engineer. 2. Building height a mean knot height (n feet) of a bhuldmg, swept that em helele shall be used for mot angis 0Ion tan or equal to 10' (2-12 roof slope). 3. V,e - utamsts design wind epee& 4. Vim„ - nominal design wind speed S. L'enew interpolation of building height Is 60 a) and wind speed is permitted 6. VA nd speed design assumptions per Analytical Method in ASCE 7.10 Chapter 30 C&C Pan 1 and Pan 3: K 01. KeO.65, GC. -1.4 (hs60), GC.-i.e (In60), GC.-O. to 7. Wood furring shall be presenwius treated per AWPA S. Wood furring $hall be apeare gnak" of 0.42 or greater per AFPAINDS; or wood structural panty, cordoning to DOC PS.1 or DOC PS-2 or APA PRP•108. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 PROJECT RIO-2686-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX III11114f. ,, pGAW,q FLOR. RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4695 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888.542-7343 info@jameshardie.com EVALUATION SUBJECT HardlePanel® Siding James Hardie Product Trade Names covered in this evaluation: HankePanel® Siding, Cempane* Siding, Prevail"' Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code® EVALUATION PURPOSE: This analysis is to determine the ma)dmum design 3-second gust wind speed to be resisted by an assembly of HerdhePanel (Cempanel. Prevail Panel) siding fastened to wood or metal hamtrg with nags or screws. REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Material properties HardlePanel Siding 2 Ramtech Laboratories Report 101270-94 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 inch wide HardiePanel Siding Installed on 2X4 Hem-Firwood studs spaced at 16 etdres on center with a 6d common galvanized nail 3. Ramtech Laboratories Report 141271-94 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 Inch wide HardlePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 Inches on center with a 6d common galvanized nag 4. Ramtech Laboratories, Inc Report 10868-9711475 (ASTM E330) Transverse Load Test, 6/16' Thick by 48 inch wide HardiePanel Siding Installed on 2X4 Group III SG-0.36 wood studs spaced et 16 inches on centerw rth a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nag S. Ramtech Laboratories, Report IC-105449 (ASTM E330) Transverse Load Test 1W Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on artier with a No 8 X 1 in long X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1056-89 (ASTM E330) Transverse Load Test, IM' Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 In. long X 0.323 In head diameter ribbed bugle heed screw 7. Ramtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test 1 /4' Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ETBF 0.1001n knurled shank X 1.5 In. long X 0.25 In. head diameter pin fastener 8. Ramtech Laboratories Report I0-1273-94 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches an center with a 6d common galvanized nag 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 Inches on center with a 6d common galvanized nag 10. Ramtech Laboratories, Inc Report 10868-97/1475 (ASTM E72) Racking Shear Test. 5/16' TNck by 48 inch wide HanfiePanel Siding installed on 2X4 Group III SG-0.36 wood studs spaced at 16 inches on centerwdh a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 Inch wide HardlePanel Siding instened on 2X4 Hem•Fhrwood studs spaced at 16 and 24 inches on cuter with a No 8 X 1 In. long X 0.323 In head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 Inch wide HardlePanel Siding Installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 Inches on comer with a ET&F 0.100 in knurled shank X 1.5 in. hung X 025 In. head diameter pin fastener 0GAWq ' 1 - 1- STATE OF t Q- FCOR OP `. JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoMamesherdie.eom TEST RESULTS: Table 1a. Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 fastener Spaclnp Allowable Frame Ultimate Design Thickness Wndlh Spacing Perimeter Field Load Load' Report Number Test a in.) in.) Frame T in.) S S ports Fastener Type PS PSF IC-1270.94 Ramiech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC 1270 94 Ramtech 0.3125 48 2X4 wood Hem-F r 16 4 4 6d common 236 78.7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 143 1 47.7 10868.9711476 Ramtech 0.3125 48 2X4 wood, SG 10.36 16 4 6 4d. 0.091 In. shards X 0.225 ut. 90 30 0 HO X 1.5 in. king ring shank nap IG7054-89 Ramtech 0.25 Min. No. 20 gauge X 3.625 in. X Min No 8 X 1 in. "X 0.323 in 48 1.375 61 metal stud is 6 6 head diameter ribbed bugle 169.9 56.6 head screw 89 Ramtech 0.25 48 Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in. bnp X 0.323 inIC-1055 1.375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 40.6 head screw 11149.98/1654d Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 in. X 16 4 8 ETrt F 0.100 in. knurled stank X 1.5 In. long X 0.26 in. head 170 56.71.375 in metal stud diameter pin fastener Min. No. 20 gauge X 3.625 In. X ET&F 0.100 in. knuded shank X 11149 98/1554d Ramtech 0.3125 46 1.375 in metal stud 24 4 8 1.5 in. long X 0.26 in. head 101 33.7 diameter pin fastener ar a a t- .,. ,a.a.r a. 2. HardePanel Siding complies with ASTM C 1186, Standsrd Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets Table tb, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Wells'' Fastener Spacing Frame Ultimate Allowable Thickness Width Spacing Perimeter Fleur Loads Loads Report Number Test Agency in.) in.) Frame Type In.) Supports Supports Fastener Type Pit) IC.1273-94 Ramtech 0.3125 48 2X4 Wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 2X4 wood Henn -Fir 24 6 6 6d common 460.0 153.3 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d Common 637.5 2t2.5 10868.9711476 Ramtem 0.3125 48 2X4 wood. SG i 0.36 16 4 g 4d. 0.091 in, shank X 0.225 an. 595.4 198.5 HD X 1.5 In. long ringshank nap IC 1057-89 Ramesh 0.25 Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in. long X p.323 in 46 1.375 in metal stud 16 8 24 6 6 head diameter ribbed bugle 990.0 123.8 head screw 11284-99/1580 Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 in. X 16 4 8 ETdF 0.100 In. knurled shank X 1.5 in. long X 0.25 In. head1,376 6n metal stud 1227.0 153.4 diameter pin fastener 11284 99/1580 Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 in. X 24 4 8 ETBF 0.100 In. kmfled shank X 1.6 in. kng X 0.26 in. 1.375 in meal stud head 1060.0 132.5 diameter pin fastener vr•,, ••••• ••r ,. -u.w. a -. .au ..a appaw . u. u-.uua urrn-w e.rner para= or perperteaaaar to srues. 2. The maw num heipM-to4ength ratio for construction 6n this Table is 2:1. 3. In the steel framed assemblies Me allowable load is based on the average bad at 118 Inch net de0ection. RONALD I. OGAWA ASSOCIATES. INC. 16836 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-268E-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoaameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse land capacity (wind load capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load Is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design load is based on factor of safety of 3, allowable design bads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5.1& Figure 26.5 1B, and Figure 26.5-1C. For this analysis, to calculate the pressures in Tables 3, 4, arM 5, the load combination will be to accordance with ASCE 7-10 Section 2.4 combining norninal loads using allowable stress design, bad combination 7. Load combination 7 uses a bad factor of 0.6 applied to the vAd velocity pressure. Equation 1, q,-0.00256'K,%1KfV2 (ref. ASCE 7- 10 equation 30.3. 1) ub , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Kn , topographic factor K, . wind directionality factor V , basic vend speed (3-second gust MPH) as determined from 12015IBC, 2017 FBC) Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5-1A, B. or C Equation; V--V, (ref. 2015 IBC 6 2017 FBC Section 1602.1 definitions) V,ii , ultimate design wind speeds (3-second gust MPH) determined from 12015 IBC, 2017 FBC) Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5-1A, B. or C Equation 3, p=q,•(GC.-GCS) (ref. ASCE 7-10equation 306.1) GC. , product of emdemal pressure coefficient and gust -effect factor GCv , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute p, into Equation 3, Equation 4. p-0.00256•K,'K,•K.'V42-(GCrGCa) Allowable Stress Design, ASCE 7.10 Section 2.4.1, load combinaton 7 Equation 5, 0.60 + 0.6W (ref ASCE 7-10 section 2 4. 1, bad combination 7) 0 , dead load W , wind bad To determine the Allowable Stress Design Pnessuts, apply the load factor for W (wind) from Equation 4 to p (desgn pressure) determined from equation 4 Equation 6, p„ - 0.6•(p) Equation 7, per. - 0.6•(0.00256•K.•Ka'K.'V,e='(GC,-GC.)) Equation 7 is used to populate Table 3, 4, and 5 To determine the allowable ultimate basic wind speed for Hanle Siding in Table 6, solve Equation 7 for V., Equation 8, V. =(p_/0.6'0.00256•K,'K„'V4'(GCrGC.))" Applicable to methods speeded in Exceptions 1 through 3 of (2015 IBC, 2017 FBC) Section 1609.1.1., to determine the allowable nominal design wind speed (Veld) for Hardie Siding in Table 6, apply the convention formula below, Equation 9, V-. - V,a • (0.6)e a (ref 2015 IBC 6 2017 FBC Section 1609.3.1) Vim. , Nominal design wind speed (3-second gust mph) (ref 2015 IBC 6 2017 FBC Secthogj/02 Table 2, Coefficients and Constants-usod In Determining V and p, K, Wall Zone 5 Height ( ft) Exp 8 Exp C Exp 0 Ka K. GC,GC 0. 15 0.7 0.85 1.03 h9W 1 0.85 1 A 0.18 20 0.7 0.9 1.08 1 0.86 1.4 0.18 25 0.7 0.94 1.12 1 0.85 1.4 0.18 30 0.7 0.98 1.16 1 0.85 14 0.18 35 0.73 1.01 1.19 1 0.85 1.4 0.18 40 0.76 1.04 1.22 1 95 01015 1. 4 0.18 45 0.785 1.065 1.245 1.4 0.18 50 0.81 1.09 1.27 1.4 0.18 55 0.83 1.11 1.29 1.4 0.18 60 0.05 1.13 1.31 1.4 0.18 100 1 0.99 1 1.2E 1 1.43 h>601 1 1 0.85 1 -1.8 1 0.18 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILOiNG PRODUCTS, INC. 1-888-542-7343 i nio(djameshardie.aom Table 3, Allowable Stress Design - Component and Cladding (C6C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category a Wind ed 3-second t 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Hei m A B 8 8 B B 8 B 8 B B B B B 8 0.15 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 30 14.4 15.9 17.5 19.1 20 8 24.4 28.3 32.5 37.0 71.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 19.0 20.7 22.6 26.5 307 35.3 40.1 46.3 50.8 56.6 62.7 69.1 45 16.2 17.9 19.6 21.4 23.3 27.4 31,7 36.4 4t.5 6.8 52.5 58.5 50 16.7 18.4 202 22.1 24.1 28.2 32.7 37.6 42.8 48.3 54.1 60.3 55 17.1 18.9 20.7 22.6 24.7 28.9 33.6 38.5 43.8 49.5 55.5 61.8 A-68.5-75.5 110025.6 20.2 31.0 33.8 36.9 43.3 50.2 57.6 65.5 74.0 82.9 92.4 Table 4, Allowable Stress Design - Component and Cladding (C6C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C. Wind Speed 3-secondoust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height it C C C C C C C C C C C C C C 0.15 17.5 19.3 21.2 23.2 25.2 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24.6 26.7 31.4 36.4 41.8 47.5 53.7 602 67.0 74.3 81.9 25 19.4 21.4 23.5 35.6 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 85.5 30 20.2 22.3 24.5 26.7 22.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 9.2 35 20.8 23.0 25.2 27.6 30.0 35.2 40.8 46.9 53.3 60.2 67.5 75.2 83.3 91.9 40 21.5 23 7 26.0 28.4 30.9 36.3 42.0 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 24.2 26.6 29.1 31.6 37.1 43.1 49.4 562 63.5 1 -71.2 79.3 87.9 1 -96.9 50 22.5 24.8 27.2 29.7 32.4 38.0 44.1 50.6 57.6 65.0 1 -72.9 1 -81.2 49.9 99.2 55 22.9 25.2 27.7 30.3 33.0 38.7 41.9 51.5 58.6 66.2 74 25 1 1 -101.0471 ;131 t . 100 32.6 35.9 39.4 43.1 46.9 55.0 63.8 73.3 83.4 94.1 105.5 117.6 130.3 143.6 Table 5, Allowable Stress Design - Component and Cladding (C6C) Pressures (PSFI to be Resisted at Various Wlnd SDoeds . Wind Exposure Cateeary 0 Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 1B0 190 200 210 Heim (fl) D D 0 D D D D D 0 D 0 D D D 0.15 21.2 23.4 25.7 28.1 30.6 35.9 11.6 T7.8 54.4 11.4 68.8 76.7 85.0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 3.7 50.1 57.0 64.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 5.3 52.0 59.1 66.8 74.9 83.4 92.4 101.9 30 23.9 26 4 29.0 31.6 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 105.5 35 24.5 27.1 29.7 32.5 35.3 41.5 48.1 55.2 62.8 70.8 79.5 88.6 98.2 108.3 40 25.2 27.7 30.5 33.3 66.2 42.5 9.3 56.6 64.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37.0 43.4 50.3 65.7 74.2 832 92.7 102.7 113.3 50 26.2 28.9 31.7 34.6 37.7 1.3 51.3 67.1 75.7 84.9 94 6 104.8 115.5 55 26.6 29.3 32.2 352 38.3 45.0 52.2 JI-832 68.1 76.9 86.2 96.1 108.4 117.4 38.9 9 . 1 1 . 100 37.0 40.8 44.7 48.9 53.2 62.5 72.5 94.6 1 106.8 119.8 133.4 t47.9 763.0 Tables 3. 4. and 5 are based on ASCE 7-10 and Consistem with the 20151BC, 20151RC and the 2017 Rarida Building Code t0' pGAWA SSE RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1 1-888-542-7343 11 info(Nameshardie.com 11 1 Table 6, Allowable Wind Speed (mph) for HardlePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C6C Part 1 and part 3)' 2015 18C, 2017 FBC 201518C, 2017 FBC Allowable, Ultimate Allowable, Nominal 4GAWA P`....... Design waa, Speed. Design wand. Speed. Jn'JE of 3-second"mph) 3-serwnd 2ust mph) J ••'•. F Off:`, • • Applicable to methods specified1F m (2015 Appirahk to me9tods specified in Exceptions 1 u S 6 A 2017 as d Seamon 1809.1.1. a detennined by C. 20Flpres,009.3(1), (2). or F8Cl SSewan 3)• 1809.1.1. Coefficients used In Table 6 calculaden Product Product Thickness inches) Width y) Fastener Type Fastener Spar5n9 Frame Type Spa Stud mdM) Budding HeigdhP feet) B C D B C 0 Alawable Lead PSF) Em B Exp C Ex0 D K, K. G GC, Hert6ePandl0 5116 48 ad common 6 2X4 wo00 Hem -Fir 16 0.15 186 168 153 144 130 lie 49.7 0.7 0.85 1.03 h980 1 005 1.4 0.18 20 186 164 149 144 127 116 49.7 0.7 0.9 108 1 0as 14 0.18 25 la6 160 147 144 124 114 49.7 0.7 0.94 1.12 1 8-S 74 018 30 166 157 144 144 121 112 49 7 0.7 0.98 1 16 1 GAS 1.4 018 35 182 154 1 142 141 120 1 110 49.7 0.73 1.01 119 1 0.85 1.4 0.18 40 178 152 1 141 138 118 109 49.7 070 1.04 1,22 1 GAS 1.4 0.18 45 175 150 1 139 136 117 108 49.7 0.795 1.055 1.246 t Us 1.4 O.te 50 172 149 138 134 115 107 49.7 0.81 1.09 1.27 1 0.85 1.4 O.18 55 170 147 137 132 114 106 49.7 0.83 1.11 1.29 1 ass 1.4 0.18 60 168 146 136 130 113 105 49.7 0.86 1.13 1.31 1 Us 1.4 0.18 100 139 124 116 108 96 90 49.7 0.99 126 1.43 tu8o 1 0.85 1.8 0.18 HardiePanel® 5/t8 48 comamon 4 2X4 wood Hem -Fir 16 0.15 1 233 212 192 181 164 149 75.7 1 0.7 GAS 1,03 11980 1 GAS 1 -1.4 016 20 233 206 188 181 159 1 146 78.7 0.7 0.0 1.08 1 0.95 1.4 Old 25 233 201 186 181 156 143 78.7 07 0.94 1.12 1 GAS 1.4 0.18 30 233 197 181 181 153 140 78.7 0.7 0.08 1.16 1 0.95 7.4 0.16 35 229 194 179 177 151 139 78.7 0.73 1.01 1.19 1 0.a5 1.4 0.18 40 224 192 177 174 148 137 78.7 0.76 1.04 1.22 1 0.85 1.4 0.18 45 220 189 175 171 147 136 78.7 0.785 1.065 1245 1 0.85 1.4 0.1e 50 217 1a7 173 168 145 134 70.7 081 1.09 127 t 0.85 1.4 0.18 55 214 185 172 166 144 133 78.7 0.83 1 1.11 1 1.29 1 0.85 1.4 0.18 60 212 184 171 164 142 132 78.7 0.85 1.13 1.31 1 1 0.85 1-1.4 0.18 100 175 155 146 136 120 1 113 411.7 0.99 128 1.43 tn80 1 0.a5 1.8 0.1e HetdiePanel® 5/16 48 common 6 2X4 wood Hem -Fir 24 0.15 4 121 114 103 94 31.3 07 0.85 1.03 hsa0 1 o.a5 1.4 o.te 20 0 Its 114 101 92 31.3 0.7 09 1.08 1 0.65 1.4 0.18 25 7 116 114 98 90 31.3 0.7 0.94 1.12 1 0.85 74 0.18 30 4 114 114 96 89 31.3 0.7 0.98 1.16 1 0.85 1.1 0.18 35 3 113 112 95 87 31.3 0.73 1.01 1.19 1 0.85 1.4 018 40 111 1 112 109 94 86 31.3 Us 1.04 122 1 0.a5 1.4 0.16 45 e 110 108 92 86 31.3 0.785 1.055 1245 1 0.85 1.4 0.16 50 toll 91 31.3 0.51 1.09 127 1 0AS 1.4 0.18 55 7 105 91 31.3 0.83 1.1t 129 1 0.65 1.4 0.1a 60 6 103 90 31.3 0.85 1.13 1.31 1 Qe5 1.4 0.181008631.3 0.09 125 1.43 hv80 1 0.85 1.8 0.18 HaldiePeneltD 5/16 48 common 4 2X4 wood Hem -Fir 24 0.15 182 165 150 141 128 116 47.7 0.7 0.85 1.03 h980 1 0.85 1.4 0.10 20 182 160 146 141 124 113 47.7 0.7 0.9 108 1 0.85 1 14 0.1a 25 182 157 144 141 121 111 47.7 0.7 0.94 112 1 0.85 1.4 0.18 30 182 154 141 141 119 109 47.7 0.7 0.98 7.16 1 0.a5 1.4 0.18 35 178 151 139 138 117 108 47.7 0.73 1.01 1.19 1 085 1.4 ue 40 174 149 138 135 116 107 47.7 0.76 1.04 122 1 0.a5 1.4 0.18 45 172 147 136 133 114 106 47.7 0.785 t.085 1245 1 0.85 1.4 0.18 50 169 146 135 131 113 105 47.7 0.81 1.69 127 1 0.a5 1.4 0.18 55 16T 144 134 129 112 104 47.7 0.83 1.11 129 1 0.65 1.4 0.16 60 165 143 133 128 111 103 47.7 0.85 1.13 1.31 1 0.65 IA 0.16 100 137 121 114 10ra 94 a8 47.7 0.09 126 1.43 tv60 1 LOS 1.8 GAS HardtePanel® 5/16 48 4d, 0.091 In. shank X 0.225 in. HD X 1.6 in. long ring shank ne0 4 edge 8 geld 2X4 wood SG20.36 16 0-16 144 131 119 112 101 92 30.0 0.7 085 1.03 h950 1 1 0.85 1.4 0.18 20 144 127 116 112 98 90 30.0 0.7 0.2 1.08 1 0.85 1.4 0.la 25 144 124 114 112 96 88 30.0 0.7 0.94 1.12 1 0.65 1.4 0.18 30 144 122 112 112 94 87 30.0 0.7 0.98 116 1 0.65 1.4 0.18 35 141 120 111 109 93 86 30.0 0.73 1.01 1.19 1 0.95 1.4 0.18 40 138 lie 107 92 30 0 6.76 1.04 122 1 O.as 14 0.16 45 136 1t7 106 91 30.0 0.7115 1.065 1245 1 GAS 1.4 O.te 50 134 116 101 89 1 30.0 1 0.81 1 1.09 T 1.27-1 t 0.e5 1.4 0.1a 55 132 114 103 89 30.0 0.83 1.11 1.29 1 0.85 1.4 018 60 131 113 101 88 30.0 0.85 1.73 1.31 1 0.05 1.4 0.18 100 30.0 0.89 1.28 1.19 ha80 1 0.a5 1.a 0.18 RONALD 1. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-886-542-7343 info(rliamesherdie.com 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC Allowable, Ultimate Allowable. Nominal Design VVind, Speed, Design Wind, Speed, V.4.a 4a 3-second gust mph) 3-second gust mph) Applicable to methods specified in (201518C, d section2017 1(i09.1.1. as by Figures 1609.3(1), (2). or 3)• Applicable to methods irk 1 through 3 of (201518C, 2077 Eeq SectionSe 180 CodBdoms used in Table 6 caladatiom for V, Wind site category Wind esure category Siding K Product Product Thickness unches) 1Nidth inches) Fastener Type Fastener Spacing Frame Type Stud SPaong pnches) Building Heights 1 feet) B C 0 B C 0 Allowable Design LOW PSF7 Exp 9 Exo C Ettp D V. I w I GC. I GC„ 0- 15 too I ISO 163 153 139 126 58.6 0.7 0.85 1.93 hs60 1 085 1.1 0.16 HardiePand® 1/4 48 Min. No 8 X 1 in. long X 0. 323 In head diameter ribbed bugle head screw" 6 Mid No. 20 ga. 33ma) X 3.626in. X 1. 375 in metal stud 16 20 198 175 ISO 153 135 123 58.6 0.7 0.9 1.08 1 0.65 1.4 0.10 25 ISO 171 157 153 132 121 1 -566 0.7 0.04 1.12 1 0.a5 1 -1.4 0.1e 30 ISO 167 154 153 130 Ito 1 -56.0 0 7 0.98 1 16 I OAS 1.4 0 16 35 194 165 152 ISO 128 118 56a 0.73 1.01 119 1 EGG 1.4 01a 40 190 162 ISO 147 126 Ila 56.6 0.76 1.04 1.22 1 085 1.4 0.18 45 187 161 148 145 124 115 56.6 0 785 1.065 1245 t OAS 1.4 0.16 50 184 ISO 147 143 123 114 56.6 081 1.09 127 O a 1.4 FIG 55 t82 157 146 141 122 113 58.8 0.93 1.11 t.2B f 6. -as 1.a 0.18 60 180 156 145 139 121 112 56.6 0.85 1.13 1.31 1 6a5 1.4 0.18 100 149 132 124 115 102 96 56.6 0.99 126 l 3 h-60 1 O.as 1.8 0.18 0-15 146 132 120 113 102 93 30.6 0.7 085 1.03 h960 1 OAS 1.4 0.18 HardiePanelOD 1/ 4 48 Min. No 8 X t In, long X 0.323 in dianetter ribbed bugle head screw, 6 Min. No. 20 as. 33 m0) X 3.625In. X 1. 375 m metal stud 24 20 146 128 117 113 99 91 30.6 0.7 09 1.06 1 0.es 1.4 0.18 25 146 126 115 113 97 89 30.6 07 0.94 1.12 1 0.86 1.4 0.1a 30 146 123 113 113 95 88 30.8 0.7 0.98 1.16 1 0.85 1.4 0.18 35 143 121 112 t t0 94 86 30.6 0.73 1.01 1.10 1 0 a5 1.4 0.18 40 140 Ila 110 108 93 85 30.6 0.76 1.04 1.22 1 OAS 1.4 IS 45 137 Its 106 91 30.6 0.785 1.065 1245 1 OAS 1.4 0.18 50 135 117 105 90 30 6 0.81 1.09 127 1 0.95 1.4 0.18 55 134 116 104 90 30.6 0.83 1.11 1.29 1 0.85 1.4 0.18 60 132 115 102 89 30.6 0.66 1.13 1.31 t O.as lA 0.18 100 30. 6 0.99 1.26 1.43 h-W 1 0.85 1.8 0.18 ETaF 0. 15 198 ISO 163 153 139 127 56.7 7 0.85 t.03 hSSO 1 0.85 1.4 0.18 20 198 175 IS 153 135 124 58.7 0.7 0.9 1.08 1 0.85 1.4 0.18 HardiePeneM 5/ 16 48 0.100 in knurled shank X 1.6 in. long X 0. 25 in. head diameter 4 wipe 8 field Min. No. 20 ga. 33 m9) X 3.625In. X 1. 375 in metal 16 25 ISO 171 157 153 132 121 56.7 0.7 0.94 1.12 1 OAS 1.4 0.18 30 198 167 154 153 130 119 5a.7 0.7 0.68 1.16 t 0.85 1.4 0.18 35 194 165 152 ISO 128 lie 56.7 0.73 1.01 1.19 1 0.85 1.4 0.18 40 190 163 150 147 126 116 56.7 0.76 1.04 1.22 1 0.65 14 0.18 45 187 161 149 145 124 115 56.7 0.786 1.065 1.246 1 US 1.4 0.18 50 104 159 147 143 123 114 56.7 0.81 1.09 1.V 1 OAS 1.4 0.18 55 182 157 146 141 122 113 55.7 0.83 1.11 1.29 1 1 GAS 1.4 0.18 pin faslenerzstud 60 180 156 145 139 121 112 58.7 0 85 1.13 1.31 t OAS 1.4 018 100 149 132 124 115 102 96 56.7 0.99 125 1.43 tv60 1 OAS 1.8 0.16 ETaF 0- 15 153 139 126 118 107 98 33.7 07 OAS 1.03 11160 1 0.85 1.4 0.18 20 153 135 123 Ila 104 95 33.7 0.7 0.912L 0.85 1.4 0.18 HardlePanel® 5/ 16 48 0.100 hh. knurled Shenk X 1-Sin- long X 0. 25 in. head diameter fledge 8 field Min. No. 20 ga. 33 ms 3.626 In. X 1. 376 in metal 24 25 153 132 121 118 102 94 33.7 0.7 0.94 1.12 1 0.95 1.4 O.ta 30 153 129 119 t is 100 92 33.7 0.7 0.98 1.16 1 0.85 1.4 0.18 35 ISO 127 117 116 99 91 337 073 1.01 t9)X 1. 1 O.as 1.4 0.16 40 147 125 116 114 97 90 33.7 0.76 1.04 t22 1 0.85 1.4 0.1a 45 144 124 115 112 96 89 33.7 0.785 1.065 1.245 1 0.65 1.4 0.18 50 142 122 113 110 95 Be 33.7 O.at 1.09 1.27 1 O.SS 1.4 0.18 55 t40 121 113 109 94 87 337 O.a3 1.11 1.29 1 0.85 t.4 0.18 pin lastenerlstud 60 139 120 112 107 93. 87 337 O.aS 1.13 1.31 1 0.85 1.4. 0.18 100 1115 89 337 0 89 128 1 0 85 OAS-16o.le 1. Screws shall penetrate the metal tramino at least three full thmils. 2. Knurled shank pins shall penetrate the metal frandng at least 114 Inch. 3. Bustling height - mean roof height (n feet) of a building, except that save height shall be used for roof angle A less than or equal to 10' (2-12 roof slope) 1 4. V, a = udtimate'design wind speed 1 S. V_, - nominal design wind speed 6. Linear interpolation of building height Is 60 fl) and wind speed is permitted. 7. Wind speed design assumptions per Analytical Method In ASCE 7-10 Chapter 30 CaC Pert t and Part 3: Ka-1, Kd-0.85, GCp= 1.4 (tn:60). GCr 1.Q(ha60 LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a spades of wood studs other than that which was tested. 2) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida. NOA 17-0406.06 OGAW4'- = A' T. ENBa'• _ VxV. a_ f1•' CTr. . F •• r'rr S U 1vP ' r••v,, Florida Building Code Online Page 1 of 2 61 F mfesslorlm"R'e ram.. - :.4!4,1'- =S_:. i%-""..:1.. a._.f^HQc`fr ,x .lT'S= :.^'..._y__`.G Raid -al r Product Public PpUse oval4!4—F-1=R Product Aoomval Menu > Product or Aoohcauon Sean:h > Aoolicatlon List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden G Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report Q4 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 2009 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1 /2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL ZF Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R6 11 Al-C15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Created by Independent Third Party: Yes Badt Next Contact lls :: 2601 Blair Stone Road, Tallahassee Fl- 32199 Phone: 650497-1924 The State of Florida is an AA/EEO employer. Coovnaht 2007-2013 State Of Florida.:. Privacy Statement ;; AccessrbAity Statement .: Refund Statement Under Florida law, email addresses are public records. It 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. It you have any questions, please contact 8S0.487.139S. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The !mails 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 4SS, F.S., please click here . Product Approval Accepts: I, v Ciedit Card Safe. https://www.floridabuildina.org/pr/pr_app_rite.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1/2018 Certificate of Authorizotion No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES ia!L Reoort No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits an IMIiIIIII TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16 Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 19- SOLID PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G Pp Y R. .. p9/ JI EAIg..s' W _ 2017.09.01 No 74021 ' - 10-:06:18 04'00' 0 STATE OF T•• 4 O P, : Zachary R. Priest, P.E. 4- R C? ` Florida Registration No. 74021 S pNq; E"' Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages). 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MANCREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly staled for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-incho.c. Fastener Fastener Location Location 11 i b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 11 Location Location 11 Location 1 c. 16' Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 11 ALC15001. 3 FL12194-R6 Page 1 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' Q4 Soffit — 8-inch o.c. Fastener Fastener Fastener Location Location Location 1 l 1 ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall•Connection Eave Connection System Panel MDP No. Width Psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail 340.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2spaced24-inch o.c. and securing each panel lap inch o.c. Max. One (1) 14 ga. 5/8-inch long T nail One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 4812F-3 16-inch Masonry spaced 8-inch o.c. Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001.3 FL12194-R6 . Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment ' Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. 16-inch Wood staples in diamond long x 3/8-inch head diameter Wood 1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 pattern spaced 24- screw spaced 16-inch o.c. spacedaced 8-inch o.c. head dia. [rip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 63.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spacedpanellap12-inch o.c. Max. Three (3) 16 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- 153.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 16 inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 164nch x 0.072 inch dia. x min. i26.6 inch o.c. O.C. 3/16-inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16FA 16-inch Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psO Substrate ... F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1o. ch leg staple spaced panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 164nch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP J-Channel No. Width ps( Substrate Substrate Panel Attachment Fascia Cap Attachment Attachment 16J-1 Max. Wood Three (3) min. 3/4-inch x 1/4-inch crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.6 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. LEW, CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel. MDP No. Width ips Substrate F-Channel . Attachment Batten Panel Attachment Substrate Panel Attachment. Fascia Cap Attachment One (1) 18 ga. 1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 24F-1 Max. Wood inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. 80/-9012-inch diamond pattern 1) min. 2.25 inch x 7d ring One (1) min. 1.75-inch leg staple spaced 8- inch o.c. 3{16-inch head spaced spaced 16-inch o.c. hailailsanknail x 0.0724nch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 24F-2 Max. Wood inch x 11 ga. smooth shank anchored to rafter with one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. 80/ 12-inch roofing nails acedgp 1) 7d x 2.25- One (1) min. 1.75-inch leg staple spaced 8- 3(16-inch head spaced 76.6 16-inch o.c. inch ring shank x 0.072-inch diameter inch o.c. 12-inch o.c. nail 24-inch o.c. finishing nail wilh min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 24F-3 Max. Masonry One 1 14 a. 5/8- g inch long T nail anchored to rafter with one each panel lap p Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. g g0/ 12-inch spaced 8-inch o.c. p 1) 7d x 2.25- One (1) min. 1.75-inch leg staple spaced 8- 3/16-inch head spaced 76.6 inch ring shank x 0.0724nch diameter inch o.c. 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. , CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel ' MDP No. Width pso Substrate F-Channel...- Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- Ohe (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25 each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. mom CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Apoendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection... Center Connection Eave Connection System Panel MDP No. Width 1pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail wilh min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection . Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel ' ' Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown Through the rafter securing each panel One (1) 18 ga. %- One (1) min. 1.75-inch 24.1-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 36012-inch 1) min. 2:25- inch x 7d ring staples in diamond pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- leg staplee spaced 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. railer spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed Through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga. One (1) min. 1.75-inch Max. anchored to rafter with one ga.1/4-inch crown x 1-inch leg into the end of the securing each panel inch crown x 1-inch leg acedlespaced x 0.072-inch diameter 24J-2 16-inch 1 min. 2.25- staplesbatlenindiamond or two (2) lap Wood 8-inch o.c. and finishing nail with min. 353.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- securing panel 3/16-inch head spaced16-inch o.c. shank nail 24-inch o.c. inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batleNrafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/6" head dia. nail with loin. 1N" evlgagsment(for wooi substrate or 0.001 !ifs. T-nail or stub nail with min. 5/6" sivjagement(for concrete or block substrate)., spaced as norw4 above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) r"F' 12F-1 & 12F-3 CHANNEL Hood. Concrete or Block Hall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4' PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFITi, 3Ar KTSOFFIT STAPLE OPEN RAPIER cs`" DIAMOND PATTERN 3/ 4• x 1/4• I I DE AIL CROWNA lal00D 7/s,E"l SNGNoSINUSPATTERNFACIABOARD FASCIA CAP 12F- 2 3/ 4- X 1/4- CROWN FACIA BOARp 8' 1-3/ 4' TRIM NAIL STAPLE ON CENTER1-3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE FASCIA CAP NAILING FLANGE UP OR O.C. 3/46 X 1 /4' CROWN STAPLE SOFFIT — max. IT - Inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194- R6 Page 2 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail : • .. OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN u i I-CHANNEL 1-3/4- TRIM NAIL acrewed to •ooffit PAINTED S.S. 48" with onelll NB x 1/2" x 3/8"' head O.C. diameter ocrew, 16" d.c. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 310, TVM , SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD ,,,. ,,,,,,+ DETAIL 31Nl[S , AACIA CAP 3/4' X 1/4- CROWN FACIA BOARD STAPLE '8" ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i4,, e-FASCIA BOARD PAIFAS[U CAP 1'xj' CROWN STAPLE OPEN RAf1ER FASCIA BOARD 116E S/B' I•NLO 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA F' MANUEL DETAR. SOFFIT, MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B System No. Installation Detail Min. 3/8" head dia, nail with min.. 1!11 engAgement(for wood subst,raLa) or' min. 0.097" dia. T-nail or stub nai.l with min. 5/Q" ongagement(for cencreto or, block substrate), spared cis noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" 16F-3 CHANNEL Wood,. Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S: 1 .3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail T," r `, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• DIAMOND PATTERN D ETAI LCROWNSTAPLES USING A DIAMOND f 3/0' KIvm11 sr s / PATTERN FACU BOARD / FASCIA CAP 16F-4 3/4" X 1/4" CROWNJTRIMMLFACIA BOARD S' 1STAPLEONCENTERT—*F' 1-3/4" TRIM NAIL PINSTALLED•WITH CHANNEL CAN BE THE PAINTED S.S. 48" FASCIA CAP NAILING FLANGE UP OR O.C. DOWN 3/4" X 1/4" CROWN STAPLE SOFFIT— max. 16-inch span SUBSTRATEOD SOT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail " 1 TRIM NAIL FASCIA BOARD PAINTEII S.S. FASCIA CAP SOFFIT Yq- CROWN STAPLE OPEN RAFTER FASCIA BOARD lgjjj 1-q- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-Z $ PATTERN: REFER 10 SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER 70 SOFFIT t FASCIA DETAR 9y F' CNANNEL 3,B1SOFFIT: MAX. 16- SPAq WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER Lj 3..S "WM ` SOFFIT STAPLE GIST ; DIAMOND PATTERN FACIA BOARD ; yl ,,,. ,,,m,; DETAIL 3/4' X 1/4' CROWN STAPLE '24- ' ON CENTER USING A DIAMOND PATTERN ASCIA CAP 16J-1 r31/4"X 1/4- CROWN FACIA BOARD STAPLE "8' ON CENTER 1-3/4' TRIM NAIL CHANNEL 1-3/4" TRIM NAIL PAINIEO S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4- X 1/4" CROWN STAPLE SOFFrf-max. 16-inch Span SOFFIT WOOD OR BLOCK SOFFIT' & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail It' INIM HAIL FAS(tA BOARD PAWTED S.S. 1'at' CROWN STAPLES FASCIA (AP USING A DIAMOND SOFFIT PATTERN; REFER TO I-a- (ROWR STAPLE SOfFIT SIAPLE DIAMOND PATTERN DETAIL 1 t- TRIM NAZI PANTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-1 8 DETAIL 24F4 1'4* CROWN STAPLE FASCIA [AP; REFERGZL10SOFFITtFASCIA / \ DETAILNominal1'a2' SYP • 3/81BattenAnchoredtoSOFFIT. MAX. 24' f-[HAIINEI Ratters vllh one ld Rlnq Shank Nail at eery Roller I HOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TR01 HAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAllS SOFflT I'ri' CROWN STAPLE 1f' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 I'vj' CROWN STAPLE FASnA [AP: REFER TO SOFFIT i FASCIA OEfAIL Haeunat 1'.r SYP Batten Anchored to SOFFIT; MAX. IL' F-CHANNEL Rafters w4h one Td Ring Shanh Mal al every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-116 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I TRIM IIAIL FASCIA BOARD PANIT[D S.S. I(W i- T-IIAILS FASCIA CAP sofnTI 1-ej' (ROWN STAPLE I t- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1-.?' (ROWN STAPLE fASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1-a2' SYP F•CMANNEI Batton Anrhored to SOFF11. MAX. 24' Ratters with one Td Ring ShanM Nail at every Railer MASONRY ALC15001.3 FL12194-116 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC' ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' IRDI NAIL FASCIA BOARD PAINIED S.S. 114'CROWN STAPLES FASCIA CAP USING A OIAMOHD' SOfFII PATTERN; REFER TO CANTILEVERED I'xj' CROWN STAPLESDFFIISTAPLE RAPIERDIAMONDPATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 1RIn NAIL PAINIED S.S. DETAIL 24J-1 8` 1'eJ' CROWN STAPLE 24J-2 FASCIA CAP: REFER 10 SOFFIT t FASCIA DETAIL Nominal 1'. Y SYP boiler's Mbbod between raven and SOFFIT; MAX: 2A' J-CHANNEL secured volt one (1) 7d dn0 shank nail stratOht•nalled IbmuOh the rafter Into the and WOOD SUBSTRATE of the barren or Iwo (2) Id I" G"m ASKS loe•noeed on I sium we o1 the botlam at the battentrafter Inloraectlan SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Apoendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have.been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C k D_ e_ _sl' ntWih_ dP essu es:fo„S_offils3in' Eii 'dsu e'B' syt y„y ygq sg f• v jCa±; aq ry Z 1Buhd ng zNJHe(°ti f Zone Mean Roof B' asic Wiricl S"e"edt in'.h i;- 120 130 14 150 160 1 7;0 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 PositiveLoads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 1 12.5 14.7 1 17.0 1 19.5 22.2 25.1 28.1 31.3 34.7 60 1 13.1 15.4 1 17.8 1 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001. 3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C k'i'u: D'esi ritCNihdPres's"u'res#fo Soffits;in:Eii osure;Ci";=,9."-.c"i`v r B tl a , - g YP.,e Zone M Roofs Hei hta ft 120 130 f 140 u, Basic+VVihdfS 'eedF 1'S0 16( rii h 17U 180-200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 1 -56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 1 -65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed Positive 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKALUMINUM COILS, INCSoffitsITECHNICALSERVICES, LLC Appendix C Ex 'osure,D'•-''?":=?. y 1'' ^ °< s 4+7ti nB ild hgn. b•. 4 ZoneRoofI Mean Hei'bt ft s0 ' rBasic Vvind"S'eeii' m li „ _ I c ' ; r •, {lg 120 MIN140r 150, 160 17U' 80 1,90 200 Enclosed Negative 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1. 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed Positive 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 1 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" 3/8" J-Channel 3/4" 1/8" HEM T T 3/4" ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/0' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. SCREEKTECHNICALSERVICES, LLC Fascia 5 3/4" 7/8" 1 1/8" HEM T 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 0]S WP 0.iss• rvv 18` 'BLANK 3; / 8. -PROFILE 01Da0a DOOD O D O O D DDOD ODaDD DaDD ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 31/B" 7/B"I 31/8" S/16" t 1 1/2" 1/2" 1/2" 1/2" 3/4"?. 1/2" 3/8" 02YttP 0 12S`TP. 7'Ir" MI •.w a 000d 00 OD00.0 ooa ooaoo 000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t Florida Building Code Online Page 1 of 3 SCIS Home I Log In I User Registration Hot TOPICS I Submit surcharge I Stats & Facts Publications FSC Staff SCIS Site Map Links Search aolida Product Approvalr0USER: Public User Product Aooroval Menu > product or Aoohanon Search > Application List > Application Detail FL # FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By L IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3114 708)496-2800 Ext200 rmetz001 @tampabay.rr.com Robert Metz rm etz 001 @ to m pa b a y. rr. co m Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden G Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 https://vkrww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgse7mY'Bd2b3 K... 2/6/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 summary of Products FL ax IModel, Number or Name Description 7006.1 Cambridge, Cambridge HO, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R10 C CAC Letter - ASTM 03161 letter - (9-26- 2017) from FM.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 1207).odfDesignPressure: N/A Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 20171.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 6SO34 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Parry: 7006.2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R10 C CAC ASTM D 3462 - Shinale letter Approved for use outside HVHZ: Yes Surveillance Audit Location - (6-28-2017).odf Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3161 letter - 2017) from FM.odfDesignPressure: Pressure: N/A Other: FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 20171, odf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 11 Hip and Ridoe Cap Shinale Installation Instructions.odf FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use -in-HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Certification Agency Certificate FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odf FL7006 R10 C CAC Letter - ASTM 03462 letter - (9-26- 2017).odf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 20171.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf FL7006 R10 11 Roofina-Products-Leadina-Edoe-Plus- Application- EN(1).odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https://www. floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Florida Building Code Online Page 3 of 3 7006.4 I Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odf FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 1207).odf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017 ). odf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 6SO34 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back He=t Contact us :: 2601 Blair Stone Read. Tallahassee FL ----- Phone: aS0.4874924 The State of Florida is an AA/EEO employer. Coovrioht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, !mall 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 SS0.487.139S. -Pursuant to Section 4S5 27S(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 emalls 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 Oepartment 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 Credt (laid Safe https://www. flori dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: : C Signed: G Brad Grtybo ski Duc T. u en Managing D rector Florida Rb-OS ered.Professional Engineer P.E. Number: 65034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI Construction Materials Technologies. I.W. 6412 Badger Drive Tampa FL 33610 Tel: 813.621.5M Fax• 813-621-%40 email. materialstesting@OWLcom WebSne- http:/MMW.priCmLcom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8" STEEP SLOPES 1 SEAUNG STRIP • • • • — i n NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Matenals Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-SM Fax: 813-621-5840 e-mail. mamdalstes6ng@pdcmLcom WebSite: httpJkMW.p6CMLoom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. Forareas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". 631 NAIL LINE NAILING - STEEP SLOPES APPLICATION Use sot nails as shotrn. r_ ta• t CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PF8 Construaion Materials Technologies. LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.621.5M Far 813.621.5840 e4ml: ma dalstesfing@p6cmLcom WebSite. httpl/www.prianLcom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 51/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. TAPM CM PN Construction Matenals Technologies, LLC. 6412 Badger Dnve Tampa, FL 33610 Tel: 813.621-5'M Fax. 813-621-5840 e-mau: materialstesbng&=Lcom WebSite: http: AwAN.priCmL00m IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 Trim to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm). from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PPo Comnction Matenals TWm*gies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.621-5M Fax- 813-621.%40 e-mail: materialstesting@pricmtoom wetSite: httpJMww.pnanLoom Florida Building Code Online Page 1 of 2 SCIS Home I Log In I User Registration ( Not Topla I submit surcharge I Stag 6 Fad ( Publications ( FSC staff ( SCIS site Map I Links I search I lorida Product Approval perms I USER: Public User t i r r cc Product Aooroval Menu > Prooutt or Aoolrution Search > Aoollcation List > Application Detail FL # FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap,Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 SS1) S74-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 94S-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE E/ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code AV77ki[3:XX41G1iZ 3 Zril<Z 71 i1rLL i •TIi Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/6/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 5ummary of Products r-1 Method 1 Option D 10/10/2017 10/11/2017 10/1S/2017 12/12/2017 FL # Model, Number or Name Description 1S216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS216 R3 it 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF 1`1-15216- R d Created by Independent Third Party: Yes Back Neat Conies :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 8S0.487.139S. 'Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. 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 dick here . Product Approval Accepts: E Crecltt Uid Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 2/6/2018 QoTsuNITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 551) 574-2939 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authoriaotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R3 FL15216-R3 Date of Issuance:02/17/2012 Revision 3: 10/10/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: o-S?Sls•te Robert J.M. Nieminen, P.E. Florida Registrotion No. 59166, Florida DCA ANE1983 Jip.nnut... The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. UT--R.INITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 61" Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1507.1.1, T1507.1.1 1507.1.1 3. REFERENCES: KffiLtf ITS(TST1509) ITS(TST1509) ITS(TST1509) PRI(TST5878) ITS (QUA1673) 4. PRODUCT DESCRIPTION: Properties Standard Year Unrolling, Breaking Strength, Pliability ASTM D226 2009 Tear Strength ASTM D1970 2015 Examination Reference Date Physical Properties 100539395COQ-006 10/27/2011 Physical Properties 100539395COQ-002 10/27/2011 Physical Properties 100539395COQ-006 03/14/2014 ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 Quality Control Service Confirmation 09/30/2017 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Wood Shakes Slate or Metal & Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R3 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FUS216-113 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 2 of 3 TRINITY I ERD 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3 RhinoRoof U20: 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type 1 or 11 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single Layer: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R3 Ceruficote of Authorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION I'LiS216-113 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 3 of 3 Rhinoftof ® U20 Synthetic Roofing Underlayment RhinoRoof' U20 Installation Instructions RhinoRoof' U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof' U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 4:12 and higher RhinoRoof' U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1 " in from the edge. For low slope applications it is recommended to overlap 50% plus 1 ", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRoof' U20 can be anchored with corrosive resistant 3/8" head x 1 " leg roofing nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. If U20 will be left exposed for up to 60 days the product must be anchored with 1 " plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof' U20 will void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the underlayment surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant. EXTENDED EXPOSURE: If RhinoRoof' U20 product will be exposed longer than 24 hours and up to 60 days then product must be attached to the structural roof deck using a minimum 1 " diameter plastic or metal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and it is recommended for best performance to use with the rough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer. RhinoRoof' U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. InterWrap° Roofing Products Division Charleston, SC • Vancouver, BC • Mission, BC • Montreal, QC e. 4 Web: www.InterWrap.com/roofing I E-mail: info®interwrap.com " mac` Toll Free: 888 713 7663 1 Tel: 778 945 2888 J eJEecfrc . CITY OF SANFORD r,;- BUILDING £t FIRE PREVENTION PERMIT APPLICATION Application No: 12 U(rulr.cnu•d Construction \'aloe: S I_(,%2t^%;, CK` Inh Address: NNO1 %i1C1h tieY 1 11 C'i. Historic L)i;trict: 1'c•; \o Parcel ID: {;^sider.tial Carlr!ercial No\ DI A lditiiooa 0 Alteration D Repall' C N'scriniion of 11•ork: I'lan I;e\'ie\\ Coin ct I'con,•: li ri•e: Zi::i: Zip: E:llinil: 1 { 1!911E: om li i is Zip:\ i! 4 IC { I t ( I — I-i c-ct!Eii`iili:•:r I:1'Li'I.t lit1,r11 2:,! A dd I-;. 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I\IIF Vi, 4-2 UNIVERSAL UES Project No: 0110.1700817.0000 Workorder No: 9429411-1 ENGINEERING SCIENCES Report Date: 1/14/2019 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: Park Square Homes UES Technician: Caleb Radcliff 5200 Vineland Road Suite 200 Date Tested: 01/14/2019Orlando, FL 32811 Project: Wyndham Preserve, House Lot TestintL raEast Lake,Mary Boulevard 8 Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: Lot 206 Material: Native Reference Datum: 0 = Bottom of Footing Tvoe of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density per ptimum Moisture 1% 1 Field Dry Density per Field Moisture 1%) Soil Compaction Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 106.8 10.6 112.6 10.3 105 N/A Pas: 2 West Footing 1-2 ft 106.8 10.6 111.6 9.4 104 N/A Pas: 3 South Footing 1-2 ft 106.8 10.6 111.2 9.5 104 N/A Pas: 4 Southeast corner (TOF) 1-2 ft 106.8 10.6 110.5 9.4 103 N/A Pas: 5 1 Northwest corner (TOF) 1 2-3 ft 1 106.81 10.6 1 106.2 1 10.7 1 99 1 N/A I Pas: Remarks: 3861 Night Heron Dr. TOF)= Top Of Fill Tn n..fnhl:eA n .v,u{..n/ n.nMn/:nn {n fInu.nre...pe. n1:nn/n Of— OuA/:n and n.—l— n// MnnA....T e.d..n:Nnd nn nn —#., ni n.,. nlinn{e and n. Jl.nri nHnn Poem, T -4 /o?— BIZ ;?* DESCRIPTION AS FURNISHED: Lot 206 WYNDHAM PRESERVE, as recorded in Plat Book 8;. Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises. LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 194 LOT 193 LOT 192 S 00A16 57" E 60.00' 1 7 JS.IJ' JS.IJ' 101 LOT 206 2ro• 1 27.7 10.00' 10.00' 12.J TV • w O O LOT 205 O FORMBOARO M1fON O TOF- TO F FORM LOT 247 FORM A CEO 21.00' 0 ti IJ.J' lo.00• P d 10.00. t' 20.0 39.07' 25.20• 25.20' T Tgo' Lml. ESMr. a Qv.c.-----Lz'Q--------LM1---- B.B.)S 00.16 57" E 60.00' SETBACKS AS FURNISHED FRCrIr - 25'(•) RE:U ' NIGHT HERON -DRIVESIDE - 5• (40' LOT) 7.5(60' LOT) 10• (75' LOT) ( 50' PRIVATE R/B) SIDE STREET - 25' (60• k 75• LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED 10 20. ON CERTAIN LOTS. NO MORE THAN 12) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 23• PROPOSED - FIHSNEO SPOT CRAM ELEVATIONS aER DRAINACE PLANS Nj\- .. PROPOSED DRAINAGE FLOW 6CLOTLADINGTYPEA PROPCSCO F.F. PER PLANS - 24.0' C1-WSfjVfffYErR-SC0TT & ASSOC, INC. - LAND SUj? VzTYORS VOL . rm.r a lea 3400 E. COLONIAL DR. ORLANDO. 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AI/P 1 121IMM90 f (09-20-07) JAIr SOOTY: IXLS 1 4801 15 lightyears, Inc 15 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https:iltinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, 72 Timothy ith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC FORM R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: C. of Sa n'a 1' Permit #: Job Information Builder: VA 'swz a0&'5 Community: y DHiil`i PrisirdG Lot: 206 Address: 3% N k t(a n r Unit: City: Sa•,oc State: 1' L Zip: 32773 Air Leakage Test ReSUItS Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air ch//// ann ges per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACHSO. ACH( 50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): X 60 y Z' 7 9 = • Method for huilding calculatingvolume- CFM( 50) Building Volume ACH(50) O Retrieved from architectural plans Mechanical Ventilation is not require jo Code software calculated a en Ration) O Field measured and calculated FAILR402. 4.1.2 Testing. Testing shall be conducted in accordance with ANSVRESNETACC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined In Section 553.993(5) or (7). Florida Statues, or Individuals licensed as set forth In Section 489. 105(3)(0, (g), or (I) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the Intended weatherstripping or other Infiltration control measures. 2. Dampers Including exhaust, Intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended Infiltration control measures. 3. lnterior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. 1-leating and cooling systems, If Installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: 6-17-lq Printed Name of Tester: Will Torres License/ Certification #: 9704654 Issuing Authority: RESNET FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: C, Permit #: N- 2ger Job Information Builder: 'Tli' k S wi 49,Community: i D-rl/l ri 4l Lot: 206 Address: 3 gy C.0 yX D r Unit: City: SCh a State: FL Zip: 3 7_7 / 3 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems S cfm 0 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES 0 ) []NO ( ) 19 Performance / ERI Method cfm25 (Out or Total) fv/I To qualify using this method, Qn must not be greater than the02sproposedductleakageQnspecifiedonFormR405-2017 or R406-2017. Qn Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Calc) or'R406-2017 (Energy Calc) or R406-2017 ILPASSVidDucttightnessshaaveribytestingin accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553. 993(5) or (7). Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above dud leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature Tester: l/ ti Date Test: ofofPrinted Name of Tester: Will Torres License/ Certification #: 9704654 Issuing Authority: RESNET