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1103 W 8 St 15-2632 PERMIT & (A)
4 ;11 c.0 4 50,ISD-09 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 15100005 BUILDING APPLICATION #: 15-10000576 BUILDING PERMIT NUMBER: 15-10000576 UNIT ADDRESS: W. 8TH ST., 1103 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: NOV 3 0 2015 DATE: November 30_, 015 25-19-30-5AI-1014-0050 PARCEL: BLOCK: TRA S-0Co 3L APPLICANT NAME: EMORY & GLADYS GREEN ADDRESS: 2181 BRISSON AVE. SANFORD FL 32771 LAND USE: DUPLEX REPLACING DEMO'D SFR TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1103 W. 8TH. ST. LOT 5 / DUPLEX TO REPLACE DEMO'D SF FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS Condominium* ROADS -COLLECTORS Condominium* FIRE RESCUE LIBRARY Condominium* SCHOOLS Multifamily PARKS LAW ENFORCE DRAINAGE CO -WIDE ORD N/A N/A CO -WIDE ORD CO -WIDE ORD N/A N/A N/A CREDIT FEES: SCI LIBRARY R Condominium* SCI SCHOOLS R Single Family Housing SCI ROAD ARTERIALS R Single Family Housing 379.00 00 54.00 2,450.00 54.00 2.000 dwl unit 2.000 dwl unit 2.000 dwl unit 2.000 dwl unit 1.000 dwl unit 1,384.00 1.000 dwl unit 705.00 1.000 dwl unit AMOUNT DUE STATEMENT RECEIVED BY: SIGNATURE: PLEASE P INT NAME) DATE: NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TRIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIREfRESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDI iG PERMIT. 758.00 00 00 108.00 4,900.00 00 00 00 54.00- 1,384.00- 705.00- 3,623.00 PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THb REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRk 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 ''SOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. u Kes mse to Comments Building & Fire Prevention Division E C E IVE Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov FEB 8 20S Permit # S— 2 G 31 G_ Submittala et /G Project Address: _ l 0-3- 9'f1 O- cp Contact: o n die rH lleR ocppr Ph: ' !/p7 _ L/D;z- 12 Fax:_ W7 - 3AF-$oS'S Email:_ T - i)l r V L 14 cmh— J rnin,-ryme,i C. 0,11 Trades encompassed in revision: General description of revision: C]l"'Building;-i-5 Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building S Z -,q -1(0 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2632 Date: February 8, 2016 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: MygcQrlhmanaeement.com Project Description: New Duplex Job Address: 1103 / 1105 8u' Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Any revisions made to the plans need to be submitted on the same size pages as the original set of plans. FBC 107.4 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fioreyOsanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1 S- Z 6 3 Z J K - A3, Submittal Date Project Address: 1 1 0 3 1 110'7 w q 16, S1 a c ,&l Contact: Joe. 11,11 -- Ph: ' 402- 130 -?IO Fax: q017- 32,k IG 1"3" Email: Yh r,G _ L%YIaNAy, •oh, Trades encompassed in revision: Building Plumbing Ly Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building COrll la t JT 2' " l (,o FEB 4% 2016 CEI'VED Aub 16 7015 CITY OF SANFORD BUILDING & FIRE PREVENTION 6 X PERMIT APPLICATION rte f!o hh //-- r Application No: o Documented Construction Value: $ 30al 3 2.. Oct Job Address: 1103 W. 8th St., Sanford, FL 32771 Historic District: Yes D No D Parcel ID: 25-19-30-5AI-1014-0050 Zoning: Description of Work: New Residential Duplex Plan Review Contact Person: Joseph Hillery, Sr Title: General Contractor Phone: 407-330-7104 Fax: 407-328-8055 E-mail: Mygc@rlhmanagement.com Property Owner Information Name Emory & Gladys Green Phone: Street: 2181 Brisson Ave. Resident of property? City, State Zip: Sanford, FL 32771 Contractor Information Name RLH Construction Phone: 407-330-7104 Street: PO Box 625 Fax: 407-328-8055 City, State Zip: Sanford, FL 32772-0625 State License No.: CBC1 251684/CCC1 328743 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit El Square Footage: 2760 Construction Type: g R3 No. of Stories: 1 No. of Dwelling Units: 2 Flood Zone: X Electrical 0 Plumbing 1Z New Service — No. of AMPS: ( O New Construction - No. of Fixtures: Mechanical ® (Duct layout required for new systems) Fire Sprinkler/Alarm D No. of heads: J 114.-32-S- It 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of OwnetYAgent Date Signature Owner/Agent is Produced ID Personally Kni Type of ID Produced ID v Jd 61311, Signal?, ignal of Con / ntctoeDate to Me or Type of ID APPROVALS: ZONING: lo -1'3-S UTILITIE WASTE WATER: ENGINEERING: tsX(, 1°Z,15 FIRE: BUILDING:5r COMMENTS• Ok to construct new duplex. Building meets the area and dimension regulations for the MR -2 zoningdistrict. Building also meets the conditions per the approved Conditional Use dated September 15, 2015. Rev 11.08 O RI 1877= City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Q (L Lt!Z-< Firm: I H Co0';TQkX-T 10k1 Address: a 7s City: tow State: IF I_ Zip Code: 3-Z-7-72-=5 Phone: 467- 336 - -1 I o.(. Fax: 451-3" $ - 8C% Email: NYoc P19 t. H CoasT2uc.lrQv , Cool Property Address: (I b 3 W . jbt1•. .6T41ZE 1 Property Owner: E OAO Ql 4- Parcel identification Number: ZS -lg - 30 —5 A.L — 16%4-0050 Phone Number: Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) Flood Zone: X. Base Flood Elevation: 10 A Datum: N % FIRM Panel Number: I ZO-144 - 0MC) E Map Date: 5CVT. Z$ 7,oO7 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: © floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: e>J> Td 'ZG 3Z A38TH; Pchrxq'L d,DJAc.t-DO 1 -%0 i pe2j-%,F1t-D -5 . 1-4EQu12Ed J:Fr 6-0 3t ABoyE AE L i*VaT1oa oF i4 25.0 s " r-a(/ -CAL ASOV L 24 ,Z Reviewed by: WATC- Date: 1 p - Z Co - Z015 Billing Department P.O. Box 625 REMODEL BUILDING CONTRACT RLH Sanford, FL 32772-0625 MyGCt7n RLHManaeement.com LPage I of 2 License #: CBC1251684/CGC1512297CONSTRUCTIONCOMPANY Phone 407-330-7104 Reliable Luxury Habitations Fax 407-328-8055 Work Write Up/JOB SCOPE AND PRICING Date: July 30, 2015 Client: EmoryR. Gladys Green Address: 2181 Brisson Ave. Cti /State/Zi : Sanford. FL 32771 Job Number: 405-04114-0701-002 Repos No: N/A Property Address: 1103 W. 8" Street Fax Phone: Work Phone: City. Sanford Cell Ph N/A Email: Claim or Policy No. N/A I Insurance amount: N/A After review of the above referenced property, including specifications, supplied by the owner; our firm shall furnish all labor and materials for a lump sum of $100,000.00 for stated work listed in the job scope below: CONSTRUCTION DESCRIPTION OF WORK TO BE COMPLETED ESTIMATED DIVISION CODES COST Division New Residential Construction Duplex Building TOTALS 100,000.00 All work will be in accordance with state and local codes and will be quality workmanship. We look forward to working with you on this project and should you have any questions, concerns, please do not hesitate to contact US. This price is good for fourteen days, after that it will be subject to repricing of current market. No price shall be honored after fourteen days. 150730 002-WWU- 1103 W 8TH ST I "= SIDING v, front elevation PAINTED CMU WALL5 I x 4 PAINTED TRIM BOARD ON TOP AND BOT OF 12" PAINTED STUCCO BAND ON CMU 12 SHINGLE ROOF 31 1 I. I I,i!:II1 ' 1!Il I II ; III I Itt, !I T1- 1• I;„ :1I• 1II I:I I!I !': ' r• I.• ' II ! 'III, i 1111 i'' q 'I , ' I I IIll II' I ,• ' i' _I'' II'I 1. 1 V J 1,-i, I T ' I I I: '1 I _ y1ry..' I 1! 1: I I" t I IlitI j' I— 1, I I I I , u I _L.II_y I 11 I. II .I I. II it li 11 1: I II 11. If'I II. ,I 11' I 1 I I II'I I !I nil 1 II II I II t,l', II I SII I it ,1 I 1 11 t'i 4i e;SJSTECQCCU-MA E5 VA 4" VINYL LAP SIDING 340 • ARCHITECTURAL SHINGLE ON 30 • FELT ON 5/8" EXT SHEATHING ON PRE- ENGINEERED WOOD TRUSSES 24" O.C. WITH 12" BATT INSULATION AND 1/2" GYP BD CEILING - EACH TRU55 STRAPPED TO CMU WALL WITH H6 HURRICANE ANCHORS —7 16 OCT 15 12 3 I side elevation 1/2" GYP ON I" RIGID OR BATT INSUL AND I X FUI RRING-- 5 ELEVATION MIRROR IMAGE rear elevation 12" x 24" CONIC FOOTING W/ (3)' 5 BAR5 CONT 4" GONG SLAB ON • a 6 MIL VAPOR BARRIER e G ' TRU55 BE VENTILLATED SOFFIT WITH 12" OVERHANG PAINTED CMU 6" CMU WALL WITH CELLS REINFORCED — W/ (I) " 5 BAR AND CONIC VERTICALLY AT ALL DOOR AND WINDOW JAM55, ALL WALL INTERSECTIONS, AND 48" O.0 section design group Planning and Architecture LLC AAOOM84 901 Belle A-9 • Stint. 1100 Mlntw Soringe • 1`11—do • 37708 407 977 10800 bstormer0stormrdg oom M 1 0 0 I 16 OCT 15 A5 n— FF" it i J pie. ISI v, front elevation PAINTED CMU WALL5 I x 4 PAINTED TRIM BOARD ON TOP AND BOT OF 12" PAINTED STUCCO BAND ON CMU 12 SHINGLE ROOF 31 1 I. I I,i!:II1 ' 1!Il I II ; III I Itt, !I T1- 1• I;„ :1I• 1II I:I I!I !': ' r• I.• ' II ! 'III, i 1111 i'' q 'I , ' I I IIll II' I ,• ' i' _I'' II'I 1. 1 V J 1,-i, I T ' I I I: '1 I _ y1ry..' I 1! 1: I I" t I IlitI j' I— 1, I I I I , u I _L.II_y I 11 I. II .I I. II it li 11 1: I II 11. If'I II. ,I 11' I 1 I I II'I I !I nil 1 II II I II t,l', II I SII I it ,1 I 1 11 t'i 4i e;SJSTECQCCU-MA E5 VA 4" VINYL LAP SIDING 340 • ARCHITECTURAL SHINGLE ON 30 • FELT ON 5/8" EXT SHEATHING ON PRE- ENGINEERED WOOD TRUSSES 24" O.C. WITH 12" BATT INSULATION AND 1/2" GYP BD CEILING - EACH TRU55 STRAPPED TO CMU WALL WITH H6 HURRICANE ANCHORS —7 16 OCT 15 12 3 I side elevation 1/2" GYP ON I" RIGID OR BATT INSUL AND I X FUI RRING-- 5 ELEVATION MIRROR IMAGE rear elevation 12" x 24" CONIC FOOTING W/ (3)' 5 BAR5 CONT 4" GONG SLAB ON • a 6 MIL VAPOR BARRIER e G ' TRU55 BE VENTILLATED SOFFIT WITH 12" OVERHANG PAINTED CMU 6" CMU WALL WITH CELLS REINFORCED — W/ (I) " 5 BAR AND CONIC VERTICALLY AT ALL DOOR AND WINDOW JAM55, ALL WALL INTERSECTIONS, AND 48" O.0 section design group Planning and Architecture LLC AAOOM84 901 Belle A-9 • Stint. 1100 Mlntw Soringe • 1`11—do • 37708 407 977 10800 bstormer0stormrdg oom M 1 0 0 I 16 OCT 15 A5 OCT 19 2015 Y 0 Q m I s W lu I 0 a N 9 I 20' REAR 16'-4" SETBACK I I I I® LOT 5 I LOT 6 I I I I I I L 2259 I Ip M ri1 . L` .,7G IP 120.00' 5' SIDEWALK 30'FRONT SETBACK J a am I I SIDE SETBACK LL 22.32 pecan avenue site plan NORTH 0 22 46 16 OCT 15 g y , landscap a le endg EO MUM M l CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST ACCENT SHRUB FROM SANFORD RECOMMENDED PLANT LIST GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST 22.41 (SPOT ELEVATION) k APPROVED PLANS JA ENG. DEPT. Ok to construct new duplex. Building meets the area and dimension regulations for the MR -2 zoning district. Building also meets the conditions per the approved Conditional Use dated September 15, 2015. 22.0 project data I. LEGAL DESCRIPTION. LOTS 5 AND 6, BLOCK 10, TIER 14, SEMINOLE PARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 15, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2. PROPERTY LIES IN FLOOD ZONE X 3, SPOT ELEVATIONS ARE BASED ON NAVO 88 DATUM 4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH:T 2010 FLORIDA BUILDING CODE - RE51DENTIAL 2010 NFPA I FIRE PREVENTION CODE MOST RECENT EDITION NATIONAL ELECTRICAL CODE WIND LOAD RESISTANCE OF 140 MPH design group Planning and Architecture LLC I0002984 901 80, AKnuf . $lu to 1100 wiMntaSngs . 1a140 . 33708 407 977 10800 Ust0rme'95tW-e1Jq can I 12 OCT 15 Al FIN15H FLOOR ELEVATION SHALL BE 24ZO AND TOP OF AC PADS SHALL BE 24.10 n 2312 0 0h 2259 I Ip M ri1 . L` .,7G IP 120.00' 5' SIDEWALK 30'FRONT SETBACK J a am I I SIDE SETBACK LL 22.32 pecan avenue site plan NORTH 0 22 46 16 OCT 15 g y , landscap a le endg EO MUM M l CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST ACCENT SHRUB FROM SANFORD RECOMMENDED PLANT LIST GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST 22.41 (SPOT ELEVATION) k APPROVED PLANS JA ENG. DEPT. Ok to construct new duplex. Building meets the area and dimension regulations for the MR -2 zoning district. Building also meets the conditions per the approved Conditional Use dated September 15, 2015. 22.0 project data I. LEGAL DESCRIPTION. LOTS 5 AND 6, BLOCK 10, TIER 14, SEMINOLE PARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 15, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2. PROPERTY LIES IN FLOOD ZONE X 3, SPOT ELEVATIONS ARE BASED ON NAVO 88 DATUM 4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH:T 2010 FLORIDA BUILDING CODE - RE51DENTIAL 2010 NFPA I FIRE PREVENTION CODE MOST RECENT EDITION NATIONAL ELECTRICAL CODE WIND LOAD RESISTANCE OF 140 MPH design group Planning and Architecture LLC I0002984 901 80, AKnuf . $lu to 1100 wiMntaSngs . 1a140 . 33708 407 977 10800 Ust0rme'95tW-e1Jq can I 12 OCT 15 Al OCT 1 PLP. 9 2015 2335 1 I 20' REAR 16'-4" SETBACK I I I I I LOT 5 I LOT 6 I I I I I I L 23.49 y + 22.46 to 0 Q a w Ivd) w dei( 2315 22.5.3 a aiT-' V. WSW 12000, 5' SIDEWALK I — . 30' FRONT SETBACK I I J 3 N 0 J oA e N I r I SIDE SETBACK a T 2232 pecan avenue site plan NORTH 1"=10' 16 OCT 15 landscape legend O P CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST ACCENT 5WRUB FROM SANFORD RECOMMENDED PLANT LIST GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST 22.41 (SPOT ELEVATION) OVED- FLANS Ok to construct new duplex. Building meets the area and dimension regulations for the MR -2 zoning district. Building also meets the conditions per the approved Conditional Use dated September 1S, 2015. FIN15W FLOOR ELEVATION SHALL BE 2400 AND TOP OF AC PADS SWALL BE 24.10 Y 23.12 A 0h 2315 22.5.3 a aiT-' V. WSW 12000, 5' SIDEWALK I — . 30' FRONT SETBACK I I J 3 N 0 J oA e N I r I SIDE SETBACK a T 2232 pecan avenue site plan NORTH 1"=10' 16 OCT 15 landscape legend O P CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST ACCENT 5WRUB FROM SANFORD RECOMMENDED PLANT LIST GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST 22.41 (SPOT ELEVATION) OVED- FLANS Ok to construct new duplex. Building meets the area and dimension regulations for the MR -2 zoning district. Building also meets the conditions per the approved Conditional Use dated September 1S, 2015. 22.09 project data I, LEGAL DESCRIPTION: LOTS 5 AND 6, BLOCK 10, TIER 14, SEMINOLE PARK ACCORDING TO TWE PLAT TWEREOF AS RECORDED IN PLAT BOOK 2, PAGE 15, OF TWE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2. PROPERTY LIES IN FLOOD ZONE X 3. SPOT ELEVATIONS ARE BASED ON NAVD 88 DATUM 4, THE CONSTRUCTION OF TWI5 PROJECT SHALL COMPLY WITW:T 2010 FLORIDA BUILDING CODE - RESIDENTIAL 2010 NFPA I FIRE PREVENTION CODE MOST RECENT EDITION NATIONAL ELECTRICAL CODE WIND LOAD RESISTANCE OF IAO MPW M 12 OCT 6 Al O design group Planning and Architecture LLC AAM2984 901 Bene A. ue • Studs 1100 sant" Springs • Flprido • 32708 407 977 1080. OatannsrO5tormerdg cpm 22.09 project data I, LEGAL DESCRIPTION: LOTS 5 AND 6, BLOCK 10, TIER 14, SEMINOLE PARK ACCORDING TO TWE PLAT TWEREOF AS RECORDED IN PLAT BOOK 2, PAGE 15, OF TWE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2. PROPERTY LIES IN FLOOD ZONE X 3. SPOT ELEVATIONS ARE BASED ON NAVD 88 DATUM 4, THE CONSTRUCTION OF TWI5 PROJECT SHALL COMPLY WITW:T 2010 FLORIDA BUILDING CODE - RESIDENTIAL 2010 NFPA I FIRE PREVENTION CODE MOST RECENT EDITION NATIONAL ELECTRICAL CODE WIND LOAD RESISTANCE OF IAO MPW M 12 OCT 6 Al OCT 19 2015 REMODEL BUILDING CONTRACT Page 2 of 2 RLH Construction Company proposes to furnish the material and labor necessary to complete the above referenced job. Please see the attached Job Scope and Pricing for details: (SEE PAGES 1-2) 1. PAYMENT TERMS: All labor and materials quoted in "Total Cost Of Job" above shall be invoiced to customer. Full amount of invoice shall be due and payable within 15 days of the invoice date. Invoices for which payment is not paid by due date shall be deemed to be Past Due and shall incur a service charge of $100 and interest will begin accruing from the invoice date at the rate of 18% per annum (1.5% per month), on the unpaid balance until paid in full. Furthermore, customer shall be deemed to be in Default Of Contract until full payment of invoice and service charge and interest has been paid on Past Due invoice. 2. DEFAULT OF CONTRACT: Failure to pay invoice in accordance with PAYMENT TERMS shall be deemed to put customer in Default Of Contract with respect to all of the terms of this Contract and with respect to the obligation of Customer under this Contract. RLH Construction Company shall have the right to immediately cease all work, demobilize from this job and all other jobs being performed for customer, with no liability to RLH Construction Company Customer shall be responsible for all costs and expenses and collections costs and expenses, including a reasonable sum for profit and overhead, for such demobilization and any subsequent agreed upon remobilization, all of which must be paid in advance of remobilization. In the event an attorney is retained to enforce the terms of this Contract, Customer shall pay all legal fees, costs and expenses incurred for the employment of counsel, whether based upon suit being filed or not, and all such fees, costs and expenses at the trial level and upon appeal. In the event of suit, Customer stipulates and agrees to waive venue as provided under Chapter 47, Florida Statutes, and agrees venue for all litigation between the parties shall be in the appropriate court having jurisdiction located in Seminole County, Florida. 3. GUARANTY OF CONTRACT: Notwithstanding any term, title, or qualification set forth by the signature of the Customer or Customer's employee or agent signing this Contract, said individual shall be personally bound by and liable for the obligations of Customer to RLH Construction Company, as set forth in this Contract. 4. CHANGES TO CONTRACT: This Contract may not be changed or modified except by a written agreement signed by both parties hereto. Thank you for the opportunity to quote this project. By signing below you are agreeing to pay the Total Cost of Job according to the terms of this contract for the Work desired as identified in the Job Scope. CONTRACTOR: Prepared and Presented by: OWN ER(S): Reviewed and Accepted by: p4e," Wq4%M# - ZdLOV,40 &4 Joseph Hillery, Vice President Emory or Glado Green Date: Ad# 30, 2015 150730 002-WWU-1103 W 8TH ST Date: Billing Department P.O. Box 625 RLH6ffFMvGCaRLHSanford,FL 327 5 Manageanaeement.com CONSTRUCTION COMPANY License #: CBC1251684/CGC1512297 Phone 407-330-7104 Reliable Luxury Habitations Fax 407-328-8055 REMODEL BUILDING CONTRACT Page 2 of 2 RLH Construction Company proposes to furnish the material and labor necessary to complete the above referenced job. Please see the attached Job Scope and Pricing for details: (SEE PAGES 1-2) 1. PAYMENT TERMS: All labor and materials quoted in "Total Cost Of Job" above shall be invoiced to customer. Full amount of invoice shall be due and payable within 15 days of the invoice date. Invoices for which payment is not paid by due date shall be deemed to be Past Due and shall incur a service charge of $100 and interest will begin accruing from the invoice date at the rate of 18% per annum (1.5% per month), on the unpaid balance until paid in full. Furthermore, customer shall be deemed to be in Default Of Contract until full payment of invoice and service charge and interest has been paid on Past Due invoice. 2. DEFAULT OF CONTRACT: Failure to pay invoice in accordance with PAYMENT TERMS shall be deemed to put customer in Default Of Contract with respect to all of the terms of this Contract and with respect to the obligation of Customer under this Contract. RLH Construction Company shall have the right to immediately cease all work, demobilize from this job and all other jobs being performed for customer, with no liability to RLH Construction Company Customer shall be responsible for all costs and expenses and collections costs and expenses, including a reasonable sum for profit and overhead, for such demobilization and any subsequent agreed upon remobilization, all of which must be paid in advance of remobilization. In the event an attorney is retained to enforce the terms of this Contract, Customer shall pay all legal fees, costs and expenses incurred for the employment of counsel, whether based upon suit being filed or not, and all such fees, costs and expenses at the trial level and upon appeal. In the event of suit, Customer stipulates and agrees to waive venue as provided under Chapter 47, Florida Statutes, and agrees venue for all litigation between the parties shall be in the appropriate court having jurisdiction located in Seminole County, Florida. 3. GUARANTY OF CONTRACT: Notwithstanding any term, title, or qualification set forth by the signature of the Customer or Customer's employee or agent signing this Contract, said individual shall be personally bound by and liable for the obligations of Customer to RLH Construction Company, as set forth in this Contract. 4. CHANGES TO CONTRACT: This Contract may not be changed or modified except by a written agreement signed by both parties hereto. Thank you for the opportunity to quote this project. By signing below you are agreeing to pay the Total Cost of Job according to the terms of this contract for the Work desired as identified in the Job Scope. CONTRACTOR: Prepared and Presented by: OWN ER(S): Reviewed and Accepted by: p4e," Wq4%M# - ZdLOV,40 &4 Joseph Hillery, Vice President Emory or Glado Green Date: Ad# 30, 2015 150730 002-WWU-1103 W 8TH ST Date: 70 16% PERTY SEruiwO E COUrfrv. FZ.ORR n SCPA Parcel View: 25-19-30-5A]-1014-0050 Property Record Card Parcel: 25 -19 -30 -SAI -1014-0050 Owner. GREEN EMORY & GLADYS Property Address: 1103 W 8TH ST SANFORD, FL 32771 I Parcel:25-19-30-5AI-1014-0050 I Property Address: 1103 W STH ST Owner: GREEN EMORY & GLADYS Mailing: 2181 BRISSON AVE SANFORD, FL 32771 Subdivision Name. SEMINOLE PARK Tax District: Sl-SANFORD Exemptions: DOR Use Code: OD -VACANT RESIDENTIAL Value Summary Frontage Depth Units Units Price 2015 Working 2014 Certified LOTS 5 + 6 BLK 10 TR 14 Values Values Valuation Method Cast(Market Cost/Market Number of Buildings 0 1 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 15,359 15,359 Land Value Ag Just/Market Value 15,359 15,359 Portability Adj - Save Our Homes Adj 0 0 Assessment Value Exempt Values Amendment 1 Adj 0 0 Assessed Value 15,359 15,359 Tax Amount without SOH: $305.86 2014 Tax Bill Amount $305.86 Schools Tax Estimator 15,359 Save Our Hames Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 97 120 0 $174.00 $15,359 LOTS 5 + 6 BLK 10 TR 14 SEMINOLE PARK PB2PG75 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 15,393 , 0 15,359 Schools 15,359 0 15,359 City Sanford 15,359 1 0 15,359 SJWM(Saint Johns Water Management) 15,359 D 15,359 County Bonds l $15,359 0 15,359 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 5/1/2015 08468 1589 100 No Vacant WARRANTY DEED 4/1/2007 06674 1183 r $20,000 Yes Vacant QUIT CLAIM DEED 7/1/2006 06579 0712 3,000. No Vacant Find Comparable Sales within this Subdrotsion Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 97 120 0 $174.00 $15,359 Building Information Permits http:/ANww.scpa0.org/Parcel Detail Info.aspx?PID= 2519305A110140050 1/2 7rarmi!> SCPA Parcel View: 25-1330-5AI-10140050 Permit # Type Agency Amount CO Date Permit Date No data to display Extra Features Description Year Built Units Value New Cost No data to display Mtp://www.scpaA.org/ParcelDetail Irdo.aspx?PID=2519305N 10140050 2/2 City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2015 Residential Permit Fee Calculation Form Effective August 2015 - February 2016 BP# 15-2632 1103&1105 W 8th Street Type of Construction. . I11 -B SQUARE FOOTAGE OF DUPLEX LESS GARAGE: I 21801square feet SQUARE FOOTAGE OF GARAGE ONLY: 580 [square feet SQUARE FOOTAGE OF GARAGE AND DUPLEX: F 2760 [square feet Dollar Valuation of Work: 303,732.09 State Fee: 93.07 Permit Fee 1 2,166.13 Application Fee: 25.00 Plan Review Fee: 911.20 Total Building Permit Fees: 3,195.40 Permit #: 15-2632 Address: 1103 & 1105 W 8th Street Structure Information Construction Type: III -B Occupancy Type: R3 Roof Type: Asphalt Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 1 Square Footage: 2760 Plumbing Fixtures: 12 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 Plumbing Fixture Calculation 15-2632 1103 & 1105 W 8th Street Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal Soda Fountain Dishwasher Urinals Floor Drain Vacuum Breakers Sewer Connection 1 Washing Machines 1 Ice Maker Water Closets 1 Laundry Tubs Water Heaters 1 Lavatories 1 Water Piping 1 Pool Piping Water Softener Showers Total Plumbing Fixtures - 8 ReVisionl0 City of Sanford Response to Comments Building & Fire Prevention Division JAN 0 5 20% Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # l s - a i - o?, Submittal Date % Zs/ 16 Project Address: 110 Z %l 0 5 S f S+ Contact: J0 Ph: 40-7 — L402--o7R 6q Fax: 1107 - 3a8-S°sS Email: AI N ler cy R L 8 /0A n AJ -C meCorr, Trades encompassed in revision: Lil" Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Toss COrt'e(2J)0-\ ROUTING INFORMATION Approvals 5 r, 10 /- 6 - lc. Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: Toss COrt'e(2J)0-\ ROUTING INFORMATION Approvals 5 r, 10 /- 6 - lc. CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2632 Date: December 29, 2015 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: JMHilleryna rlhmanagement.com Project Description: New Duplex Job Address: 1103 / 1105 8u' Street 31 Review: COMMENTS: 1. The truss engineering package has been designed for Exposure C while the plans have been designed for Exposure B. Please provide revised truss engineering designed for the correct wind exposure. FBC 107 2. The truss connector specified LUS26 again is for attachment to frame construction, according to the most current Simpson Strong -Tie catalog. Please provide a truss to masonry connector that meets the required uplift for each truss. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov. Respectfully, Steve Fiorey Residential Plans Examiner Revision Response to Comments RECF,T r 1' J DEC 0 8 2015 1 BY. Permit #rZ—_ :7 02 Submittal Date Project Address: )10 % W. V" 5+ Contact: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Ph: L( 07 - 330 - -71 o to Fax: 4f9 -7 - 3 a g Fo S.S Email: T/VI d lyn , 0 R L R MA n" -e mei+, Com Trades encompassed in revision: General description of revision: 19/Building 7'(e oone Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering ROUTING INFORMATION Approvals Fire Prevention 0 Building CQIA* 0-29 LDEC8 2015 54A4-rwvZ design group Planning and Architecture LLC AA0002984 8 Dec 15 Steve Fiorey Residential Plans Examiner City of Sanford Building and Fire Prevention Division 300 Park Avenue Sanford, Florida 32772 Re: Application No. 15-2632 and 15 2631 New Duplex Mr. Fiorey Please accept this letter as written responses to the review comments from your office dated 4 Dec 15 for your review and approval. General/Floor Plan Comment 1. The type of construction is required to be listed on the plans, in accordance with FBC Section 602.FBC 107, Submittal Guidelines Response: Have complied please see note 5 on drwg Al. Comment 2. Complete Wind Design Data is required to be listed on the plans, in accordance with FBC Chapter 16: Ultimate wind speed, Nominal Wind Speed, Risk Category, Exposure Category, Component and Cladding FBC 107, Submittal Guidelines Response: Have complied please see note 6 on drwg Al Comment 3. Please provide a tested (such as UL) rated wall assembly for the 2 -hour wall FBC 107, Submittal Guidelines, FBCR R302.3 Response: Have complied please see section 2 on drwg A4 Comment 4. Please provide a detail, in accordance with the tested design, of how the 2 - hour wall will be constructed, including framing and termination points. FBC 107, Submittal Guidelines Response: Have complied please see section 2 on drwg A4 910 Belle Avenue Comment S. Please provide the size and location of the required attic access in both winter Springs, Florida units, with the required switched light shown on the electrical floor plan. 32765 407977 1080 FBC 107, Submittal Guidelines, FBCR R807 AAdg.co 4 Response: Have complied lease see bedroom closet location on drwg A6bstarmer®starmerdg.com p p P g Comment 6. Please provide a note on the plans stating the access door from the garage into the living space will be equipped with a self-closing device, in accordance with FBCR R302.5.1 FBC 107, Submittal Guidelines Response: Have complied please see note in garage unit B on drwg A4 Comment 7. Please provide a complete lintel schedule for the block walls. FBC 107, Submittal Guidelines Response: Have complied please see drwg A3 Comment 8. Please provide all exterior opening (doors/windows) minimum design pressures FBC 107, Submittal Guidelines Response: Have complied please see note 6B on drwg Al Comment 9. The A/C condensers are shown at different locations on different pages of the plans. Please revise the plans to indicate where the A/C condensers will be located. FBC 107, Submittal Guidelines Response: Have corrected location to show in rear of units on all drwgs Foundation / Slab Comment 10. The footer details are for two different sized footers, however the dimensions listed for both show 12" x 24". Please revise the dimensions to match the indicated sizes. FBC 107, Submittal Guidelines Response: Have clarified, corrected, and added a footing detail on drwg A2 Comment 11. The foundation page isn't clear on where Footer "A" begins and ends, and where footer "B" begins and ends. Please clarify on the foundation page. FBC 107, Submittal Guidelines Response: Have complied additional section marks around bldg have been added to clarify footing locations on drwg A2 Comment 12. Please provide the type of slab reinforcement on the foundation page — fiber mesh, welded wire fabric? FBC 107, Submittal Guidelines Response: Have complied please see note 8 on drwg Al Comment 13. The type of termite treatment is required to be specified on the plans. A general statement to follow a specific code section is not acceptable. FBC 107, Submittal Guidelines Response: Have complied please see note 9 on drwg Al Comment 14. Please provide the required compaction density for the mono -slab. FBC 107, Submittal Guidelines Response: Have complied please see note 8E on drwg Al Comment 15. Please provide the reinforcing steel overlap for each size of rebar that will be used. FBC 107, Submittal Guidelines Response: Have complied please see note 8D on drwg Al Comment 16. Please provide the reinforcing steel grade for the rebar that will be used. FBC 107, Submittal Guidelines Response: Have complied please see note 8C on drwg Al Comment 17. Please provide a relieving arch detail for any pipe penetrations of the footing. FBC 107, Submittal Guidelines Response: Have complied please see section 4 on drwg A2 Elevation Page Comment 18. Please provide the type of attic ventilation that will be used and the calculations on the elevation pages. FBC 107, Submittal Guidelines Response: Have complied please see ventilation note at top right corner of drwg A5 Trusses/Structural Comment 19. Please provide a conventional framing detail for the 20 wood rafter overbuild FBC 107, Submittal Guidelines Response: Have complied please see sketch and note on left side of drwg A3 Comment 20. The plans (sheet A3) are required to have a truss layout, including the truss ID's, that match the truss layout provided by the truss engineer. FBC 107, Submittal Guidelines Response: Have added truss designations to match shop drawings on drwg A3 Comment 21. Sheet A5, Detail 4 shows a standard wall detail with the notation to use H6 connectors for each truss. H6 connectors are for truss to framing connections. Please provide each truss connection, as required by the truss engineer that is applicable to the type of construction (truss to masonry). FBC 107, Submittal Guidelines Response: Have change truss connector to LUS26 to match truss shop drwgs please see section 4 on drwg A5 Comment 22. Please provide a non-bearing frame wall detail for clarification FBC 107, Submittal Guidelines Response: Have complied please see section 3 on drwg A4 Mechanical Comment 23. The engineered A/C condenser hold down information provided is not legible — the print can barely be read. Please provide legible paperwork. FBC 107, Submittal Guidelines Response: Legible documentation is resubmitted herewith. Electric Comment 24. The service riser detail calls for 200 amp service while the electric load calculations call for 150 amp service. Please clarify the correct service size that will be used on all documents. FBC 107, Submittal Guidelines Response: Have complied see revised riser diagram calling for 150 amp panel on drwg A6 Comment 25. Please provide the location of the indoor service panels on the electrical floor plan. FBC 107, Submittal Guidelines Response: There shall be no interior panel. Comment 26. All required GFCI receptacles are required to be labeled on the electrical floor plan. Please revise as necessary. FBC 107, Submittal Guidelines Response: Have complied please see location for all GFCI shown on drwg A6 Comment 27. Please review the kitchen receptacle spacing — kitchen receptacles are required to be spaced no more than 4 feet apart. FBC 107, Submittal Guidelines, NEC 210.52(3)(C)(1) Response: Have complied please see revised drwg A6 Comment 28. A receptacle is required within 24 inches of each side of the sink. Please revise the electrical floor plan as necessary. FBC 107, Submittal Guidelines, NEC 210.52(3)(C)(4) Response: Have complied please see revised drwg A6 Comment 29. The electrical floor plan shows a duplex receptacle providing power for major appliances (water heater, dryer, washing machine, air handler, dishwasher). Please provide the correct means of how these appliances will receive power. FBC 107, Submittal Guidelines Response: Proper 220 v out lets have been show on revised drwg A6 Comment 30. At least 1 receptacle shall be installed at the front and back of each dwelling, accessible at grade level. Please revise the electrical floor plan to show this requirement. Please also indicate as GFCI and weather protected. FBC 107, Submittal Guidelines, NEC 210.52(E)(1) Response: Have complied please see revised drwg A6 Comment 31. The porch outside of the sliding glass door is required to be provided with at least 1 receptacle, GFCI and weather protected. Please revise the electrical floor plan to show this. FBC 107, Submittal Guidelines, NEC 210.52(E)(3) Response : Have complied please see revised drwg A6 Comment 32. Each A/C Condenser requires a service receptacle within 25 feet of the unit. Please revise the electric floor plan. FBC 107, Submittal Guidelines, NEC 210.63 Response: Have complied please see revised drwg A6 Comment 33. Each A/C Condenser requires a means of disconnect at each unit. Please revise the electric floor plan. FBC 107, Submittal Guidelines, NEC 440.11 Response: Have complied please see revised drwg A6 Comment 34. Please provide a note on the plans that the smoke detectors and carbon monoxide detectors will be hard -wired and interconnected, as required by FBCR R314.5 FBC 107, Submittal Guidelines Response: Have complied please see added note to elect legend on drwg A6 Comment 35. Hallways 10 feet or longer require at least 1 receptacle. Please revise the electrical floor plan. FBC 107, Submittal Guidelines, NEC 210.52(H) Response: Have added required outlet please see revised drwg A6 Product Approval Comment 36. Please provide two copies of Florida Product Approval and Manufacturer Installation Instructions for the following products: siding, roof underlayment, roof vents. Please also update the Product Approval Specification Sheet. FBC 107, Submittal Guidelines, FS553.842, FAC61G20-3 Response: Required documentation is submitted herewith We trust this resubmittal will be well received and we look forward to your prompt review and approval. Reg WmIStaimer Al CARE Att: 2 copies signed and sealed revised drawings 2 copies of Florida Product Approval documents 2 copies of legible BMP a/c condenser tie down clip literature a CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 LAN REVIEW COMMENTS Application Number: 15-2632 Date: December 1, 2015 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: JMHillery(iMhmanaeement.com Project Description: New Duplex Job Address: 1103 / 1105 8"' Street 2"d Review : Contractor was requested to follow the Residential Submittal Guidelines and provide all applicable information. This review consists of all of the requirements on the submittal guidelines that were not provided. COMMENTS: GeneraUFloor Plan J 1. The type of construction is required to be listed on the plans, in accordance with FBC Section 602. FBC 107, Submittal Guidelines 2. Complete Wind Design Data is required to be listed on the plans, in accordance with FBC Chapter 16: Ultimate wind speed, Nominal Wind Speed, Risk Category, Exposure Category, Component and Cladding FBC 107, Submittal Guidelines ¢v ig e.&4& eme G /FL -Y96 licr ? 3. Please provide a tested (such as UL) rated wall assembly for the 2/ -hour wall FBC 107, Submittal Guidelines, FBCR R302.3 4. Please provide a detail, in accordance with the tested design, of how the 2 -hour wall will be constructed, including framing and termination points. FBC 107, Submittal Guidelines APlease provide the size and location of the required attic access in both units, with the required switched light shown on the electrical floor plan. FBC 107, Submittal Guidelines, FBCR R807 6. Please provide a note on the plans stating the access door from the garage into the living space will be equipped with a self-closing device, in accordance with FBCR R302.5.1 FBC 107, Submittal Guidelines J7. Please provide a complete lintel schedule for the block walls. FBC 107, Submittal Guidelines J 8. Please provide all exterior opening (doors/windows) minimum design pressures FBC 107, Submittal Guidelines 9. The A/C condensers are shown at different locations on different pages of the plans. Please revise the plans to indicate where the A/C condensers will be located. FBC 107, Submittal Guidelines Foundation /Slab 10. The footer details are for two different sized footers, however the dimensions listed for both show 12" x 24". Please evise the dimensions to match the indicated sizes. FBC 107, Submittal Guidelines 11. The foundation page isn't clear on where Footer "A" begins and ends, and where footer "B" begins and ends. Please clarify on the foundation page. FBC 107, Submittal Guidelines 12. Please provide the type of slab reinforcement on the foundation page — fiber mesh, welded wire fabric? FBC 107, Submittal Guidelines J13. The type of termite treatment is required to be specified on the plans. A general statement to follow a specific code section is not acceptable. FBC 107, Submittal Guidelines 14. Please provide the required compaction density for the mono -slab. FBC 107, Submittal Guidelines 15. Please provide the reinforcing steel overlap for each size of rebar that will be used. FBC 107, Submittal Guidelines 16. Please provide the reinforcing steel grade for the rebar that will be used. J FBC 107, Submittal Guidelines 17. Please provide a relieving arch detail for any pipe penetrations of the footing. FBC 107, Submittal Guidelines JElevation Page 18. Please provide the type of attic ventilation that will be used and the calculations on the elevation pages. FBC 107, Submittal Guidelines Trusses/Structural 19. Please provide a conventional framing detail for the 2x4 wood rafter overbuild FBC 107, Submittal Guidelines 20. The plans (sheet A3) are required to have a truss layout, including the truss ID's, that match the truss layout provided by the truss engineer. FBC 107, Submittal Guidelines 21 Sheet A5, Detail 4 shows a standard wall detail with the notation to use H6 connectors for each truss. H6 connectors are for truss to framing connections. Please provide each truss connection, as required by the truss engineer that is applicable to the type of construction (truss to masonry). 1.-vS Z,` r R•t ., •YRS FBC 107, Submittal Guidelines 22. Please provide a non-bearing frame wall detail for clarification FBC 107, Submittal Guidelines echanical 23. The engineered A/C condenser hold down information provided is not legible — the print can barely be read. Please provide legible paperwork. FBC 107, Submittal Guidelines 2- Electric 24. The service riser detail calls for 200 amp service while the electric load calculations call for 150 amp service. Please clarify the correct service size that will be used on all documents. FBC 107, Submittal Guidelines 25. Please provide the location of the indoor service panels on the electrical floor plan. FBC 107, Submittal Guidelines 26. All required GFCI receptacles are required to be labeled on the electrical floor plan. Please revise as necessary. FBC 107, Submittal Guidelines 27. Please review the kitchen receptacle spacing — kitchen receptacles are required to be spaced no more than 4 feet apart. FBC 107, Submittal Guidelines, NEC 210.52(3)(C)(1) 28. A receptacle is required within 24 inches of each side of the sink. Please revise the electrical floor plan as necessary. 729. E 107, Submittal Guidelines, NEC 210.52(3)(C)(4) The electrical floor plan shows a duplex receptacle providing power for major appliances (water heater, dryer, washing machine, air handler, dishwasher). Please provide the correct means of how these appliances will receive power. FBC 107, Submittal Guidelines 30. At least 1 receptacle shall be installed at the front and back of each dwelling, accessible at grade level. PI ase revise JJJ the electrical floor plan to show this requirement. Please also indicate as GFCI and weather protected. 17FBC107, Submittal Guidelines, NEC 210.52(E)(1) 31. The porch outside of the sliding glass door is required to be provided with at least 1 receptacle, GFCI and weather f protected. Please revise the electrical floor plan to show this. FBC 107, Submittal Guidelines, NEC 210.52(E)(3) 32. Each A/C Condenser requires a service receptacle within 25 feet of the unit. Please revise the electric floor plan. FBC 107, Submittal Guidelines, NEC 210.63 1 33. Each A/C Condenser requires a means of disconnect at each unit. Please revise the electric floor plan. FBC 107, Submittal Guidelines, NEC 440.11 34. Please provide a note on the plans that the smoke detectors and carbon monoxide detectors will be hard -wired and interconnected, as required by FBCR R314.5 FBC 107, Submittal Guidelines 35. Hallways 10 feet or longer require at least 1 receptacle. Please revise the electrical floor plan. FBC 107, Submittal Guidelines, NEC 210.52(H) Product Approval 36. Please provide two copies of Florida Product Approval and Manufacturer Installation Instructions for the following products: siding, roof underlayment, roof vents. Please also update the Product Approval Specification Sheet. FBC 107, Submittal Guidelines, FS553.842, FAC61 G20-3 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 3- CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,f FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2632 Date: November 3, 2015 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: Mvgc(a-_)rlhmanagement.com Project Description: New Duplex Job Address: 1103 / 1105 8u' Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. The signed and sealed plans have been designed for the 2010 Florida Building Code. The current edition is the 5" Edition Florida Building Code (2014). Please submit two (2) copies of signed and sealed plans that are designed in accordance with the current Florida Building Code. The current edition of the NEC shall be noted on the plans as well. In addition, the plans are required to include all of the applicable information stated on the Residential Permit Submittal Guidelines, for instance: Wind Design Data — complete, per FBC Chapter 16 Foundation Details / Termite Treatment Electrical load calculations / GFCI requirements / arc -fault / tamper-resistant receptacles The plans include a duct layout and the energy calculations include a duct layout. Please remove the duct layout from the signed and sealed plans as it doesn't include all of the required information Truss layout with truss id's on the signed and sealed plans to match Truss Engineering layout Engineered method of attaching a/c condenser to the concrete pad An electrical floor plan for both units. The plans will not be accepted if any of the applicable information stated on the Submittal Guidelines is missing. 1 am including a copy of the Guidelines with these comments for your convenience. No plan review has been conducted. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey(@sanfordfl.gov. Respectfully, Steve Fiorey Residential Plans Examiner Revisl6n Response to Comments L i Permit # I (i — )% 3 City of Sanford Building & Fire Prevention Division 2015 Ph: 407.688.5150 Fax: 407.688.5152 NOY 1 Email: building@sanfordfl.gov Submittal Date Z 16 / < Project Address: / 9 3 1n/ S4, 5- Contact: foseek /y, conS*ruc' o Ph: Yo7 - 3 3 9 -7/Li Fax: Z/0'7 - 3A $ - 80,5 S Email: SM kdler W & R 1-N 41AnAa-crne.4,Co*1 Trades encompassed in revision: C9" Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: fe-f,00nse To &vie -AJ (20mrrmen4s ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: fe-f,00nse To &vie -AJ (20mrrmen4s ROUTING INFORMATION Approvals 4* RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 0J\L IIG Permit #-# _ Sp,NFOR Project Location Address 1 T 8th Street Sanford, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Masonite International 4904.1 Sliding MI Windows & Doors 17880.1 Sectional Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors 17676.1 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Alginnomim rOOIS InC 12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Building 1956.4 Underly ments Warrior Roofing 2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. 16568.1 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 7/2£42015 Florida Building Code Online Business & Professional Regulation rg mm Florida DepM 2fltd BCIS Home I Log In I User Registration I Hot Topics I submit surcharge I Stats & Facts Publications FOC Staff I SCIS Site Map Links Search Busines Professi ' al ®USER Pbhict cUserApproval Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail P OFF; CE OF FL # FL4904-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A haps://Ooridabuilding.org/pr/pr app dtl.aspx?param=wGE\IXQwtDgtelulwHNbblSciO%2baWgLuXXbtTsEXpIAQ%3d 1/4 7/2812015 Florida Building Code Online Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL * Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FLO128.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 6'-8" FL4904 R7 AE 504A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0" FL4904 R7 AE 503A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4904 R7 C CAC NI006110.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FLO128.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4904 R7 AE 502A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FLO128-05. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R7 AE 501A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FLO129-05. 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units hfps:llloridabtildirig.orglprlpr_app M.aspx?pwam=wGEVXOwtDqlelulwHNbbiSciO°lo2baWgLuXXbtTsEXpIAQ%3d 214 0'A ej a n—e/e SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIREO ON OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDELITES. 3. ITT THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBG. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5 PLASTICS TESTING of LITE FRAME MATERIAL* TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM01929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0 77 IN MIN SMOKE DENSITY ASTM 02843 1 13.4% TENSILE STRENGTH- ASTM 0638 1 7.50% OIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 149' MAY OVERALL FRAME MOTH 21" MAX 36 375" MAX. D.L O. PANEL WIDTH _ 37 5" MAX. W/ASTRAGAL I FRAME WIDTH rl 11 11 N n x x a 000000 00 00 00 00-00 00. .00 00,100 1 JODI I L__j 110 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT ,SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDFLITF WITH SIDELITE TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 1ANCHORING LOCATIONS & DETAILS 3 IANCHORING LOCATIONS & DETAILS DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT W SIDELITES AdkiduabNAW CeNffluliMNO_ iJroo(,rr0 JAN Reviewed By DateRewovi T I DOUBLE DOOR UNIT W/SIDE IT S g e- scuE: N.T.S. GI+c BY. SWS CNK. BY KURT 6.4LTHAZOR IIItAw G 00. FLORIDA P.E. DING -MA -I L01281565JJ SHED T or 3 3- —1 r c SEE DETAIL c - 6*— SEE OETAIL E• —1 I— J j J 6" J 6' T- N W+ u a SEE DETAIL N •0" D Z -TW WQ N O C 6' 118 x 2-1/2 # 10 x 2" y8 x 2-1/2" 10x5/8" i 8 x 2-1/2" #10 x 1" 10 x 5/8" 0 X10 x 3/4" 10 x 2" DETAIL "E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" DETAIL "C„ STRIKE PLATE TO FRAME AS SHOWN. TYPICAL AditonIDNAM J 0962"1 EgpfrypnH0._ urooalro-1' T T C=31375'a6UB,Ted f —', JJ ll .L.-- :J ome INSWING THRESHOLD OUTSWING THRESHOLD EE DETAIL C" 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DATE: 7/11/05 C4E. N.T.S rc Ely sWs HK. BY: aA'C-La-ao SHM -L or IC (I/6- TEMP CLASS) OOw 995 OPINSERT ALUM, STEEL OR BUTYL SPACERI/2' BITE 6 % 1- 1/2" PHS WIN 995; T•ti.• E1lffB14B 1tlltr3gB TYPICAL GLAZING DETAIL DATE: 7/11/05 C4E. N.T.S rc Ely sWs HK. BY: aA'C-La-ao SHM -L or SEE DUAL C" SHT. 2 ATTACHMENT DETAIL 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION, TAPCON EDGE DISTANCE MIN 2-1/2" 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3 THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5 MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3 I I c 6. 3 r c - 6- c I I 31 W u a SEE DETAIL D' SHT. 2 0 0W in ra-i I I I I I I I I 6" 6' I I I I b 0 a j I II C H II I 6 II I 0 Q'. 3" tv 6 3f1- I- t --I d+3- 6' I I 3 f HARDWARE SCHEDULE 1. 1KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2, 4" X 4" FULL MORTISE BUTT HINGES T 1 50" j MIN i — 2 SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25' iMIN —0.25- SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION a to O OD v p O O a O W 0 aU 2 Z tC1 U O ^ to 1n W 3t f 0 70 AOd ftlDKW CCIIbWIpIN0.: n1 ne.tte-.JZV o'"'o ' SV/S Re'+ieMggY ,,. O:VG-MI.-ry.0 SHM _L of NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 or Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Drawing Number & Specification: TAS 201/202/203 Opaque Size The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAM I's Certified Product Listing at %vww.Namicertification.com. NAM I's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./4794 George Washington Memorial Ilighway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" 76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 X O/S Opaque 3'0" x 6'8" 76/-76 8.25 psf Yes NCTL-210-2929-I Single Maximum Panel Size 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX I/S Opaque 6'0" x 6'8" 55/-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6'0" x 6'8" 55/-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX I/S Opaque Door 6'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelile Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6T/Sidelite. 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX O/S Opaque Door 6'0" x 6'8" 55/-55 8 25 psf Door -Yes NCTI: 210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXO I/S Opaque Door 9'0" x 6'8" 55/-55 2.86 psi' Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size 3'0" x 6'8"/Sidelite 30" x 6'8" Anchor Detail -MA -FI -0128-05 OXO O/S Opaque Door 9'0" x 6'8" 55/-55 8.25 psf Door -Yes NCTL-210-2930-I Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6W/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO I/S Opaque Doors 12'4" x 6'8" 55/-55 2.86 psf Doors -Yes N0T1-210-2930.1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size. 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail -MA -1`1_0 128-05 OXXO O/S Opaque Doors 12'4" x 6'8" 55/-55 8 25 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Sae: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail -MA -1`1_0128 -OS National Accreditation & Management Institute, Inc./4794 George Washington Memorial Ilighway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P. E. 1432 Woodford ad. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945.9695 Date: 12/29/09 Product: Single Door 3'x6'8" scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = This analysis verifies anchoring for the following drawings: Actual C To C spacing: 3.00 in Minimum edge distance: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: t,= 1.000 in Side member dowel bearing strength: F. = 4,650 psi Minimum required penetration: 1.330 in NDS 2005, 11.3) Main member: Spruce -Pine -Fir Main member thickness: tm= 1.500 in Main member dowel bearing strength: F,,,, = 3,350 psi Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: 3/16" ITW Topcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs N/A Actual edge distance: 2.50 in OK Design value per interpolation: Z = 189 lbs 656 Allowable Design Value: Z'= 189 lbs/anchor 171 5 131 Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 Al A2\ / 79.25 Mi Single. Pressure away from stops: 36.38 Al I Al 79.25 1 of 2 Design pressure: 85.0 psf Zone Area Zft) Load lbs) Ind. in) Max. O.C. in) Anchor ResultCap. Load lbs) (lbs) A, 2.3 195 N/A N/A 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area Lond Ind. Max. O.C. Anchor ResultCap. Load Z lbs)Qty lbs) 1A, 10.0 851 6.00 18.00 171 5 170 OK N\J S R L 0'// i CENSFgcP% 4.-TVAT.;O1F • 0 • Wv , Luis R. Lomas P.E. i 10 4 N Q` • •. `N, FL No.: 62514 0 R10 . 1/7/2010 is ONAL1E Luis R. LOMB P. E. 1432 Woodford Rd. Lewisville, NC 27023 336.945.9695 Single. Pressure against stops with saddle threshold: 36.38 Al A2 79.25 Anchor Locations: Manufacturer: Masonite Report #: 504A Date: 12/29/09 Design pressure: 85.0 psf Zone Area Zft) Load lbs) Ind. in) Mau. O.C. in) Anchor ResultCap. Load lbs) (Ibs) A, 2.3 195 N/A N/A 171 2 98 OK AZ 8.9 753 6.00 18.00 171 5 151 OK 36.38 -- - - 6.00 TYR = 6.00 TYP. 1 1 6.00 1 13.45 MAX. O.C. 1 79.25 1 -- 6.00 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 lllllll// r • 0 51 • r = TAT OF 1111 Luis R. Lomas P.E. FL No.: 62514 117/2010 7/28/2015 Florida Building Code Online Business & Professional 1 rg Florida Npanft"td SCIS Home I Log In I user Reg,strdbon I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FEC Staff I SCIS Site Map I Links I Search Busines v)ProductProfessional *USER: I,ic User l Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17880 Application Type New Code Version 2014 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/09/2015 07/09/2015 07/16/2015 Year 2008 https:/Hloridabuilding.orgtpr/pr_app dtl.aspx?param=wGEVXOwtDgt2ZOX6B2Y1UIXUEGeFd2vF00yBwzGd7cAcYZJpZF05Yw%3d%3d 1/3 7/2812015 Florida Building Code Online FL ti I Model, Number or Name Description 17880.1 910/3910 SGD 72x80 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Fin 72x80.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/25/2016 Design Pressure: +40/-50 Installation Instructions Other: R-PG40. Units must be glazed per ASTM E1300-04 FL17880 RO II Install Instructs - 910 OX 72x80 (As Tested with safety glass. 98644).Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17880.2 910/3910 SGD 72x96 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Fn 72x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30. FL17880 RO II 08-01901 512593.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 512593 72x96.Ddf Created by Independent Third Party: Yes 17880.3 910/3910 SGD 107x96 Fin Frame O.OX Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Fln 107x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17880 RO II 08-02491 513254.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 513254 107x96.Ddf Created by Independent Third Party: Yes 117880.4 1910/3910 SGD 172x80 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: R-PG40. Units must be glazed with safety glass Certification Agency Certificate FL17880 RO C CAC APC 910 Finless 72x80.Ddf Quality Assurance Contract Expiration Date 08/12/2016 Installation Instructions FL17880 RO 11 08-01157A 511726A.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 511726A 72x80.Ddf Created by Independent Third Party: Yes 17880.5 910/3910 SGD 72x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Finless 72x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17880 RO 11 08-01901 512593.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 512593 72x96.Ddf Created by Independent Third Party: Yes 117880.6 1910/3910 SGD 1107x96 Finless Frame O.OX I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 Certification Agency Certificate FL17880 RO C CAC APC 910 Finless 107x96.Ddf Quality Assurance Contract Expiration Date 08/29/2016 Installation Instructions FL17880 RO II 08-02491 513254.Ddf Verified By: Luis R Lomas, PE PE -62514 htips:ltloridabtilding.org/pr/pr app o.aspx?param=wGEVXCiMDgt2ZOX6B2YlUIXUEGeFd2vFOOyOwzGd7cAcYZJpZF05Yw%3d%3d 2/3 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory, SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWDMA/CSA 101/I.S.2/A440-08 R-PG40-1816x2019 (72x80) -SD Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION MI Windows & Doors, LLC 910/3910 SGD (FIN) FRAME PANEL Code: MTL 4106 PVC)(OX)(OG)(INS GL) 1816 mm x 2019 mm 927 mm x 1962 mm IL— REINF)(ASTM) 6'0" x 6'8") 3'1" x 6'5") 2. This Certification will expire February 25, 2016 (extended from February 25, 2014 per AAMA 106-13) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 98644.01-109-47 Date of Report: April 9, 2010 Date: December 5, 2013 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification h' 4aL oci ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association ELEVATION 72' 3' M 8' on center TT v c dv C0 C co 00 Anchors .- --•- 8 H 1 1/4' Min. HEAD DETAIL penetration. -!=1 Min Edge Distance A* 6 x 1 5/8' Screw Edge Distance A' JAMB DETAIL a Caulk under noting fin entire perimeter before fastening. 6 x 1 5/8' Sa 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shag be bad bearing, non-compmsible type. 6. The drawings depict the details necessary to meet the structural bad requirements. They do not address the air infiltration, water penetration, intrusion or thermal performonoe requirements of the installation. 7. Instollotion shown is that of the test window for the design pressure shown and the design pressure claimed, For door sizes smaller than shown, locate head, sgi and jamb fasteners 3' from each comer and 8' on center. Design pressures of smaller door sizes are limited to that of the test unit. SUE ANO OESIGN PRESSURE CtLW FASTENER TYPE AND SPAIN StM WILL ALLOW DESIGN PRESSURES UP TO +40/-50 UNOS UP TO 72' x 00' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) w c 7M R MID INSTALLATION INSTRUCTIONS V.M.R. 4-9-09 FASTENER SCHEDULE — FIN Mow Windows & Doors 910/3910 Sliding Glass Door "OX" NONE 1 1 OR b W Gratz, PA1910 lm Instnuntlon - Notes: X 1. Installation depicted based off of E E structural test report /98644.01-109-47. Lo, 2. Fasteners are /6 x 1-5/8' screws. 3. Wood buck installations are assumed 2X S -P -F (G=0.42) or denser. Buds Width shag be greater than the window frame Width. Tapered or partial with tucks aro not allowed. Wood tuck shall be secured to the structure to resist all design bods. 4. Screw lengths shall be sufficient to guarantee 1 1/4' penetration into wood tuck 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shag be bad bearing, non-compmsible type. 6. The drawings depict the details necessary to meet the structural bad requirements. They do not address the air infiltration, water penetration, intrusion or thermal performonoe requirements of the installation. 7. Instollotion shown is that of the test window for the design pressure shown and the design pressure claimed, For door sizes smaller than shown, locate head, sgi and jamb fasteners 3' from each comer and 8' on center. Design pressures of smaller door sizes are limited to that of the test unit. SUE ANO OESIGN PRESSURE CtLW FASTENER TYPE AND SPAIN StM WILL ALLOW DESIGN PRESSURES UP TO +40/-50 UNOS UP TO 72' x 00' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) w c 7M R MID INSTALLATION INSTRUCTIONS V.M.R. 4-9-09 FASTENER SCHEDULE — FIN Mow Windows & Doors 910/3910 Sliding Glass Door "OX" NONE 1 1 OR b W Gratz, PA1910 lm Instnuntlon - 7/28/2015 Florida Building Code Online P _ Business Professional Regulation qorW DeparUWtd SCIS Home I Log in I user Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Stat! SCIS site Map Links Search Busines Professi -al SER Publ,icUser l Regulation Product Approval Menu > ProAutt or Application Search > Application List > Application Detail FL # FL17676-R1 Application Type Revision Code Version 2014 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Usting American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/14/2015 07/14/2015 07/23/2015 Year 2008 blips:/flloridabdiding.org/pr/pr app dol.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1oOf5hOzkrKelOkRkLlv7ftvdmK8eg%3d%3d 1/4 7/28/2015 Florida Building Code Online Summary of Products FL it Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rl C CAC APC 3540 Fin 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 RI II Install - 3540 SH 36 x74 Fin.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 RI C CAC APC 3540 Fin 36x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 111 II Install - 3540 SH Fin 36x84.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rl C CAC APC 3540 Fin 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 111 II Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R1 C CAC APC 3540 Fin 44x63.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 111 II Install - 3540 SH Fin 44x63.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 4402 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rl C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 Rl II Install - 3540 SH Fin 44x72.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rl C CAC APC 3540 Fin 44x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30. Units must be glazed in accordance with FL17676 RI II Install - 3540 SH Fin 44x84.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association haps:llloridabuilding.org/pr/pr_app o.aspx?param=wGEVXCtMDgvFGYZsjrZFR6fG1oOf5hOzkrKelOkRkLlv7ftvdmK8eg%3d%3d 214 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published HAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/I.S. 2/A440-08 LC-PG35'-911 x1867 (36x74) -H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION MI Windows & Doors, LLC 3540 SH (FIN) FRAME SASH Code: MTL 11355 PVC)(O/X)(IG)(INS GL) 911 mm x 1867 mm 860 mm x 919 mm REINF)(TILT)(ASTM) 3'0" x 6'2") 2'10" x 310") 2. This Certification will expire April 12, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C7327.01-109-47 Date of Report: May 7, 2013 Date: September 3, 2013 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification h, 4aL oci ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association ELEVATION 2' typ. 36- J12'o.0'` max. 2' typ. TT 12'/ max.x. L n t*'CLEARANCE ALL FOUR SIDES) FLASH BY 0TH Anchor, See Section Dei a HEAD DETAIL IZE HEADER AS NEEDED CAULK UNDER NAILING FIN EN71RE PERIMETER BEFORE FASTENING. FMin Edge 7/16' 1 SHIM AS 1 REQUIRED TMST ACHIEVE 11-- 1%4( PENETRATIOSHOWN WITHN SHEATHING) INTO STUD.s SILL DETAIL Notes: 1. Installation depicted based off of structural test report JC7327.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S -P -F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load hearing, non- compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2' from corners and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE OW FASTENER TYPE AND SPACING SHOWN WILL ALLOW DEEM PRESSURES UP TO +35/ -50 UNIfS UP TO 36' x 74' SEE TEST REPORTS FOR INOIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) SHEATHING Min Edge 7/16' V.M.R. um we an 12-14-09 INSTALLATION INSTRUCTIONS a IQOF it FASTENER SCHEDULE — FIN— wit JAM6 DETAIL "m"° 3540 Single Hung NONE 1 W1 VHICH Windows &Doors M Im 2' FRONT FLANGE) Gratz, PA _jj3510-3240 SH FIN - w/28f2we Florida Building Code Online FLORIDA D PAPrf VT Gr Business & Professional / fMR10 DeRafUflentd SCIS Home I Log In I user Registration I Hot Topics Submit Surcharge Stats a Facts Publications FBC Staff BUS Site Map Links Search Busines PubApprovalProfessia,l *USER:Public User Regulation Product Approval Menu > CroduCl or Apohcauon Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12194-R1 Revision 2010 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert J. Nieminen PE -59166 PFS Corporation 12/31/2015 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL12194 R1 COI Trinity ERD Cl - Nieminen.pdf Standard Year AAMA 1402 1986 ASTM E330 2002 https:/Hloridabuilding.org/pr/pr app o.aspx?param=wGEVXQMDquk24AUC%2fEHMrNrkL4bysAUaTZZ%2fJiuPbVxGF%2fD57kxg%3d%3d 1/2 zaa12 W Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 12/15/2011 12/16/2011 12/22/2011 01/31/2012 06/26/2015 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +48/-64.2 Other: The design pressure noted herein relates to a specific installation of the 16" x 12" panel. Refer to the ER Appendix for design pressures of other panels / attachments. Installation Instructions FL12194 Rl II Al er121311FINAL ALUMINUM COILS FL12194-Rl.odf FL12194 R1 11 A2 er1213111FINAL ALUMINUM COILS FL12194-Rl.odf Verified By: Robert Nieminen PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL12194 Rl AE er121311FINAL ALUMINUM COILS FL12194- R1.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487-1824 The Slate of Florida is an A41EEO employer. Copyright 20D7-2013 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 riot send electronic mail to this entity. Instead, contact the office Iry phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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: Mct Credit AVE https://floridabdiding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAUaTZZ%g2fJiuPbVxGF%2fD57kxg%3d%3d 212 TRINITYJERD 0 ISO 740" F' CHANNEL (3/8-) ALUMINUM 0.0165" nominal thickness 238" 18* BLANK 3 / 8 PROFILE 25 TYP. 0.125 TYP. 2.625 REF. 50 TIP. DDDDDD DDDDD DDDDD D DDDDD m DDDDD D DODOD MOF I OLIVER PArrFPN (nn l sem n LOWERS FORMED IN SAME DIRECnON AS NOS) Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A13360.02.09 -R1 for FL12194-R1 Certificate of Authorization #9503 Aluminum Coils, Inc. Robert Nieminen, PE -59166 Revision 1: 12/13/2011 Appendix 1, Page 1 of 2 QOTRINITYIERD Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A13360.02.09 -R1 for FL12194-R1 Certificate of Authorization #9503 Aluminum Coils, Inc. Robert Nieminen, PE -59166 Revision 1: 12/13/2011 Appendix 1, Page 2 of 2 7/2612015 Florida Building Code Online Business & Professional / rg wR0rW Depfb112fltd SCIS Home I Log In , User Itegistrdtlon Hot Topics Submit Surcharge Stats S Facts Publications , FBC Staff SCIS Site Map Links Search Busines Product ApprovalProfessi 'al USER: Public User Regulation Product Approval Menu > Product or Apobwtion Search > Aoolication Lost > Application Detail FL # FL1956-R11 Application Type Revision Code Version 2014 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 Product Approval Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri—eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri__:eden@tamko.com Roofing Asphalt Shingles Certification Mark or Listing UL LLC Robert J. M. Nieminen, PE Validation Checklist - Hardcopy Received Standard ASTM D3161 ASTM D3462 ASTM D7158 Method 1 Option A Year 2009 2009 2008 haps:/tOoridabt ilding.orgtpr/pr_app ol.aspx?Wam=wGEVXCWDgs%2fmGFoyT6raQ%2bp/o2bCX5tdUhEA3ULv8xAB4z%2bKOdbOlOtBwp/o3d%3d 1/4 7/28'2015 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 03/20/2015 04/02/2015 04/06/2015 haps:/flloridabuilding.org/pr/pr app 00.aspx?param=wGEVXO ADgs%2fmGFoyT6raQ%2b°lo2bCX5u1UhEA3ULv8xAB4z%2bKOdb01OIBw%3d%3d 214 FL # Model, Number Description or Name 1956.1 Elite Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012.odf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.odf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 11 Glass Seal Elite Glass Seal aDD inst.Ddf used only on roof slopes of 2:12 Verified By: Robert Nieminen 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.2 Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012,Ddf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.Ddf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 RI1 11 Glass Seal Elite Glass Seal app inst.Ddf used only on roof slopes of 2:12 Verified By: Robert Nieminen PE 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.3 Heritage A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 RII C CAC Tamko Sery Conf FL 1956 2012.Ddf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.Ddf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 11 Heritage D F I P app inst.Ddf used only on roof slopes of 2:12 FL1956 R11 11 Heritage F aoD inst.Ddf or greater. Nails must be used FL1956 R11 11 Heritage T app inst.Ddf as the method of attachment. Verified By: Robert 1. M. Nieminen FL 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 RII C CAC Tamko Sery Conf FL 1956 2012.Ddf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.Ddf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 RI1 11 heritage 30 ago inst aoril 10.odf used only on roof slopes of 2:12 FL1956 R11 II heritage 30 app inst f aoril 10.0df or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.5 Heritage 50 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R1 C CAC Tamko Sery Conf FL 1956 2012.Ddf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.Ddf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 RII 11 heritage 50 aDD Inst aonl lO.Ddf used only on roof slopes of 2:12 FL1956 RII II heritage 50 app inst f aoril 10.Ddf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: haps:/flloridabuilding.org/pr/pr app 00.aspx?param=wGEVXO ADgs%2fmGFoyT6raQ%2b°lo2bCX5u1UhEA3ULv8xAB4z%2bKOdb01OIBw%3d%3d 214 Application Instructions for TAMKO 1 HERITACCe 30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX *Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40"F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles. 1. ROOF DECK These shingles are for application to roof decks capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application". Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by the Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of the Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 2. VENTILATION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, place louvers of sufficient size high in the gable ends and/or install continuous ridge and soffit vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented, or one square foot per 300 square feet if a vapor barrier is installed on the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge. If the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. FASTENERS WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/ or blowing dust. In these situations, hand sealing of the shingles is recommended. To insure immediate sealing, apply 4 quarter -sized dabs of TAM -PRO* Premium SBS Adhesive or TAMKO Tam -Seal Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the limited warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the limited warranty. See limited warranty for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 13-1/2 in. back from each end of the shingle for a total of 4 fasteners. (See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6-1/8" [EXPOSURE 5-5/8" 1 14 — 12-1/2"-+- 12-3/8" -+— 12-1/2"-- 1"" Continued) l Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 BUILDING PRODUCTS CONTINUED from page 1) HERITAGE® 30 LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. back from each end and one fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 5 F7 EXPOSURE 5-5/8• 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in. back from each end. One fastener 8-1/2 in, back from each end and one fastener 16 in. back from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of the following TAMKO products: TAMKO felts or underlayments; TAMKO Moisture Guard Plus underlayment at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and coatings products where required; TAMKO ventilation where required, TAMKO starter shingles if available in area, and TAMKO Hip and Ridge shingles installed on all hips and ridges. Along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM - PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local building codes for proper nailing application. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS: TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. Property often anproperly Orlvan Yr min dlameter undardrleen overdriven crooked r— Asphaltshingles Decking straight. good penetration. Inadequate too deep. Cuts Inadequate and flush with shingle surface penetration Into shingle anchorage STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 3/4 in. The crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. Properly Driven Improperly Driven ISH underdriven overdnven crooked it Sht rtgtes Dedarg CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 4. UND911116ATMBNT UNDERLAYMENT An underlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's limited warranty. Apply the felt when the deck is dry. On roof decks 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the underlayment felt may be adversely affected by moisture and weathering. Laying of the underlayment and the shingle application must be done together. Products which are acceptable for use as underlayment are: TAMKO No. 15 Asphalt Saturated Organic Felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or ASTM D4869, Type I Any TAMKO non -perforated asphalt saturated organic felt TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus® waterproofing underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. TAMKO does not recommend the use of any substitute products as shingle underlayment. S. APP61CATION INSTRUCTIONS STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, self-sealing 3 -tab shingles or a 9 inch wide strip of mineral surface roll roofing. If self-sealing 3 -tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 3 in. to 4 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 0 TAMK O 1 BUILDING PRODUCTS CONTINUED from page 2) HERITAGE® 30 LAMINATED ASPHALT SHINGLBS Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS * Joplin, MO SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in, piece of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. repeatcourses stn course ern course 3rd course 2nd course tsl course Ve _r. 1Cul you, fuer 000r" ehetgle to rake 2P and s 10 are' wgdt. Cul o MODMd ample to rMko a 23' and 0 1e 3el• WQtn Aft- 2 resin oppecin n "n • full length "e, Then by you, 2;. 23', 1e 3re• and t0 3T' fengthe AS you pt, W. Erne Ve"S,Mh two cuts rake IM courses 3Corronuo wpnkug your way woes Uq root VVlgn you make your Molal tM Ma wipe. any pope u va oro e' a bnpr back onto the root Three Pepe on be worked in anywhere wldtd,l aeottop Lppws o, cow nYWwq. Noce: Do not oust, Joints of shingle emrses when werking In CIA pieces hints shwAd be no Clow then r• from on , enodn,. 6.6OW SLOPE APPLICATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip along the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place a full 36 in. wide sheet over the 19 in. wide starter piece, completely overiapping it. All succeeding courses will be positioned to overlap the preceding course by 19 in. If winter temperatures average 25OF or less, thoroughly cement the felts to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus® self -adhering waterproofing underlayment may be used in lieu of the cemented felts. 7. MANSARD ROOF OR STEEP S60PB ROOF If the slope exceeds 21 in. per foot (60), each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately upon installation. Spots of cement must be equivalent in size to a $.25 piece and applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. S. R"OOFINO Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus® waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 BUILDING PRODUCTS CONTINUED from page 3) HERITAGE® 30 LAMINATED ASPHA6T SHINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. See section 5). Drip No 9. VALLEY APPLICATION Over the shingle underlayment, center a minimum 36 in. wide sheet of TAMKO Nail -Fast°, Moisture Guard Plus® or a minimum 50 Ib. roll roofing in the valley. Nail the felt only where necessary to hold it in place and then only nail the outside edges. IMPORTANT PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. Minimum 36' wide ~ Valley centsnane of Nail Fast, Moisture 1GuamPlusor50b. or heaver roll roofing - Extra nal.n end of shingle undertayment Place up of shingle on the edge of the veNcel lhmgle. Z inches bock from valley cenlerrns and covering the vertkoi shingle. 10. RIP AND RIDGE FASTENING DETAIL Extend end shingle 2•-16' beyond valley centerline No fasteners wnthm 6' of cente"no Apply the shingles with a 5 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-1/2 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind tt MISPk o0m_w \ 1.j, 111roe -' THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. TAMKO®, Moisture Guard Plus(&. Nail Fast®. TAM•PRO® and Heritage® are registered trademarks of TAMKO Building Products, Inc. Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tomko.com or call us at 800-641-4691. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 October 10, 2012 Tamko Building Products 220 W 4th Street PO Box 1404 Joplin, MO 64801 Contact Name: Kerri Eden Email Address: Kerri Eden(cD-tamko.com Subject: UL Third Party Inspection Service for Florida Quality Assurance Expiration Date: October 10, 2015 Reference: File R2919 Dear Ms. Eden: This letter is to confirm that Tamko Building Products has an agreement with UL LLC to conduct audits at your plant to verify Florida Quality Control requirements at the following locations: Tamko Building Products 601 N. High St Joplin MO 64801 Tamko Building Products 7910 S Central Expy Dallas TX 75216 Tamko Building Products 1598 Hwy 183 Phillipsburg KS 67661 Tamko Building Products 4500 Tamko Dr Frederick MD 21704 Tamko Building Products 2300 35th St Tuscaloosa AL 35401 Quality Control System and Products will be inspected according to Florida Product Approval Report FL1956 to ensure the manufacturer's quality documentation is well defined, fully documented and effectively implemented. A minimum of two (2) inspections per year will be conducted. This service has been established under file R2919. UL uc 333 Pfingsten Road, Northbrook, IL 60062-2096 USA T. 847.272.8800 / F: 847.272.8129 / W UL corn If you have any questions, please call me at 314-578-3406. Kind regards, J. Kay Chancellor Project Coordinator Product Safety UL LLC 333 Pfingsten Road Northbrook, IL 60062-2096 USA M:314-578-3406 F: 847-664-6157 W: ul.com October 11, 2012 Tamko Building Products Inc Ms. Kern Eden 220 W 4th St PO Box 1404 Joplin, MO 64801 RE: TAMKO Shingles Dear Ms. Eden: This is to confirm that the attached shingle matrix pertains to Tamko produced shingles. All the products have been tested and meet the criteria for the standards mentioned. They are covered by UL's Follow -Up Service Program under Tamko's File R2919. The Listing Mark of Underwriters Laboratories Inc. on the product is the only method provided by UL to identify products manufactured under its Listing and Follow -Up Service. Combination Listing/Classification Mark — A Listing Mark combined with a Classification Mark is provided on products that have additionally been investigated in accordance with various supplemental standards. Please refer to the labels on the product. Should you have any questions, please feel free to contact the writer. Very truly yours, Reviewed By: William G Marshall (Ext. 42735) Alpesh Patel (Ext. 42522) Sr. Engineering Associate Staff Engineer Fire Protection Division 3019A Fire Protection Division 3019A TWO Shingle N.atrix Phillipsburg, KS Frederick, MD Product Name ASTM ASTM ASTM UL ASTM CSA Product Name ASTM ASTM ASTM UL ASTM CSA D3462 D3161 D6381 2390 D7156 123.5 D3462 D3161 D6381 2390 D7158 123.5 Class Class Class Class Class Class Class Class F H H H F H H H Glass -Seal (AR) Glass -Seal (AR) x x x x x Elite Glass -Seal AR) Elite Glass -Seal (AR) x x x x x Heritage x x x x x x Heritage x x x x x x Heritage 30 (AR) x x x x x x Heritage 30 (AR) x x x x x x Heritage XL (AR) Heritage XL (AR) x x Heritage Woodgate X X Heritage 50 (AR) x x x x x x Heritage 50 (AR) x x x x x x Heritage Premium x x x x x x Heritage Premium x x x x x x Heritage Vintage AR) x x x x x x Heritage Vintage (AR) Heritage Vintage X A 12-1/4 % 12 Hip and Ridge x x 12 X 12 Hip and Ridge Dallas, Tx Tuscaloosa, AL Product Nam ASTM ASTM ASTM n ASTM CSA UL Product Name ASTM ASTM ASTM UL ASTM CSA D3462 03161 D6381 2390 D7158 123.5 2218 03462 D3161 D6381 2390 D7158 123.5 Class Class Class Class Class Class Class Class F H H H F H H H Glass -Seal (AR) Glass -Seal (AR) x x x x x Elite Glass -Seal AR) Elite Glass -Seal (AR) x x x x x Heritage x x x x x x Heritage x x x x x x Heritage 30 (AR) x x x x x x Heritage 30 (AR) x x x x x x Heritage XL (AR) x x x x x Heritage XL (AR) Heritage Koodgate x x x x x x Heritage 50 (AR) x x x x x x Heritage 50 (AR) x x x x x x Heritage Premium x x x x x x Heritage Premium x x x x x x Heritage Vintage AR) Heritage Vintage (AR) Heritage IR X X X X X X X 12 x 1-2 Hip and Ridge x x Product Name Glass -Seal (AR) Elite Glass -Seal (AR) Heritage Heritage 30 (AR) Heritage XL (AR) Heritage 50 (AR) Heritage Premium Heritage Vintage (AR) 12 X 12 Hip and Ridge 12-1/4 s 12 Hip & Ridge Joplin, MO ASTM D3462 ASTM D3161 ASTM D63E1 UL 2390 ASTM D7158 CSA Class F Class H Class H Class H 123.5 X X X X X X X X X X X X X X X X X X X X X 9 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Steven Crew Steven@ W a rriorRoorii n g. net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@ WarriorRooriing. net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRooring.net Roofing Underlayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2019 Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Independence,odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By 11 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Business Professional Regulation brjC Depir"M14 SCIS Home ! Log In • User Registration Hot Topics I Submit Surcharge Slats 6 Facts Publications I FSC Staff I SCIS Site Map ' Unks i search BusinesUrnaProfessiI Product Approval USER: Public User Regulation Prpduu Approval Menu > Product or Apoll[anon Search > Application Ust > Application Detail FL # FL2346-R5 Application Type Affirmation Code Version 2014 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 Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Steven Crew Steven@ W a rriorRoorii n g. net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@ WarriorRooriing. net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRooring.net Roofing Underlayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2019 Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Independence,odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By 11 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. 1 0 A Documentation from approved Evaluation or Validation Entity —1 Yes . )No jN/A Product Approval Method Method 1 Option B Date Submitted Date Validated 02/13/2015 02/13/2015 Date Pending FOC Approval Date Approved 02/19/2015 Summary of Products FL ii Model, Number or Name Description 2346.1 #15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL2346 R5 11 Installabonlnstructlons.odf Approved for use outside NVNZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15A Test Reoort.odf Other: Primary roof covering should be Installed FL2346 R5 TR 30A Test Reoort.odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use In NVNZ: No FL2346 R5 11 Installatlonlnstructlons.odf Approved for use outside NVNZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15w Test Reoort.odf Other: Primary roof covering should be Installed FL2346 R5 TR 30w Test Reoort.odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Bad Neat Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Coovnaht 2007-2013 State of Florida.:: Privacy Statement :: Acl;cL-a ibty 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 mad to this entity. Instead, contact the office by phone or by traditional mad If you have any questions, please contact 950.497.1395. 'Pursuant to Section 455.275 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address of they have one. The emads provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S., please click here . Product Approval Accepts: a W rcrarl Credit AVE WARRIOR® ROOFING MANUFACTURING P.O. BOX 40185 • TUVALOOBA• AL 35104 • PHONE (205) 553.1734 • FAX (205)S534755 i 193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (770) 2874695 • FAX (770) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709.0323 • FAX (717) 709-0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof- Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley to; sfue:proper_water shedding. •,. _:' . ' R•'1j++'`-?rr may :3'1_' /.• I:+J,(-j4.J,/— JuA} 4 1 ` J't 0 In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. W. err .. t.;.• ._ vyy 11 s "•>f• i33:n= aa jj. lir erC P.% CONSTRUCTION MATERIALS w MDOS CRTC LABORATORY TEST RESULTS Report for: Warrior Roofing Manufacturing Attention: Steven Crew 3050 Warrior Road Tuscaloosa, AL 35405 Product ID(s): #30 Manufacturer: Warrior Roofing Manufacturing Tuscaloosa, AL) PRI -CMT Project No.: WRMI-008-02-02 Source: Warrior Roofing Manufacturing Date Received: Jul. 24, 2008 Date(s) Tested: Jul. 29, 2008 — Aug. 8, 2008 Purpose: Evaluate Warrior Roofing Manufacturing's (Tuscaloosa, AL) #30 for compliance with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of Semi -Solid Bituminous Materials Pycnometer Method); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing; and ASTM D 6136: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt. WRMI-008-02-02 PRI -CMT Accreditations: IAS TL -189• Miami -Dade 11-0429.05: Florida TST5878: Los Anoeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Construction Materials Technologies LLC 6408 Badger Drive Tampa, FL 33610 Tel: 813621.5777 F=813.621-5840 e-mal.mam6alsiesting@pdcml.com WebSite: htlpJAvww.pricml com Warrior Roofing Manufacturing ASTM D 226 for 30 Page 2 of 3 Results of Testing: Requirement Property.. Result Type i Type 11 yPhys05 ;Requirements :,• q"'' "sT'°1' ; ,•' . =s:... ,-; ;. ;t y ' .r ;: r ; ;,; r• Breaking Strength (Ibf/in-width) 20 specimens; 1" x 6" x thickness; Cond. 2h @ 73.413.6°F & 50t5%RH; ASTM D 146 Test 0 73.4±3.6°F• Rate=2in/min Longitudinal (with fiber grain) 66 a 30 40 Transverse (across fiber grain) 30 2:15 z20 Pliability (Pass/Fail] 10 specimens; 1" x 8" x thickness; Cond. 10-15min in water @ 77±1.8°F; ASTM D 146 radius radius Test 90° around radius in 2s Longitudinal (with fiber grain) Pass No Failures No Failures Transverse (across fiber grain) Pass No Failures No Failures Loss on Heating (weight %) 2 specimens; 12" x 6" x thickness; ASTM D 146 2 4 94 Test Cond. 221±5°F for 5ht3min Dimension°s4ndKMasses• •- ''`'• ,, •' • r` Width of Roll (in) ASTM D 146 36 36 36 Variation, % 0.3 t 0.7 t 0.7 Area, min (ft) ASTM D 146 216 432 216 Moisture at Point of Manufacture (%) ASTM D 146 NT 5 4.3 s 4.1 As Received' 3.0 s 4.3 4.1 Net Mass of Saturated Felt (Ib/100ftz) ASTM D 146 27.3 2:11.5 26 Mass of Saturant (Ib/100ft2) ASTM D 146 15.9 2:6.2 15.0 Percent Saturation (%) ASTM D 226 150 120 2:150 Saturation Efficiency (%) ASTM D 226 NA 2:70 Mass of Desaturated Felt (Ib/100ft2) ASTM D 146 10.6 z 5.2 2:10.0 Ash (%) ASTM D 146 4.0 5.10.0 5 10.0 Continued on Following Page WRMI-008-02-02 PRI -CMT Accreditations: IAS TL -189: Miami -Dade 11-0429.05: Florida TST5878: Los Angeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Consuuction Materials Technologies LLC 6408 Badger Drive Tampa FL 33610 Tel: 813621.5777 Fax: 813621.5840 e-mail: materialstesting@pricmloom weOSite. httpJlwww.prkmLoom Warrior Roofing Manufacturing ASTM D 226 for 30 Page 3 of 3 PropertyRequirement od Result Type I Type Perforated Felt (in) ASTM D 226 NA s•0.05 Average Venting Area (%) ASTM D 226 NA z 0.1 Other ;N.'• r. Unrolling @ 50°F and 140°F [Pass/Fad] ASTM D 226 Pass No Damage No Damage Note(s): 1- Moisture (As Received) was utilized in lieu of Moisture at Point of Manufacture; NT- Not Tested; NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing as Type II (No. 30). Signed: Signed: Brad rcybow i Managing Director Date: I //S Date: T— Report Issue History: Issue it Date Pages I Revision Description (if applicable) Original 07/24/2008 3 NA Revisionl 11/09/2011 3 Revised to exclude reference to Florida Building Code 2007. Reissued. END OF REPORT WRMI-008-02-02 PRI -CMT Accreditations: IAS TL -189: Miami -Dade 11-0429.05: Florida TST5878: Los Angeles TA24.819: CRRC__ The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Construction Materials Technologies LLC 6408 Badger Drive Tampa, FL 33610 Tel: 813621.5777 Fax: 813621.5840 a -mail: matvia%tesGng@pricmlcom WebSite: httpJlwww.pricmLcom CBUCK Engineering Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization 118064 Evaluation Report MMI -2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth Edition (2014) Per Rule 611320-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI -2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 erre.r . s..r L. SUc CENSF''• F,Q: No 31242 Cr W= 0, n'. STATE OF : -Z Fs '•.FCORIOP.•C2: ftha4y Sgned Inn. larnes L Buckner. P.E. CBUCK, Inc. 2015.03.02 10:57:51 -05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net I FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Page No.: 25--104-MM2-St0RV-ER 14 Spsclalty Structural Engine Prinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI -2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI -2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 16568.1 Rl Date: 2/26/15 CBUCK Engineering Page Report No.: 35- 0104- MM2-StORV-ER 14 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Page rt No.: 1 --104-MM2-St0RV-ER_14 Speclalty Structural Engineprinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI -2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4 -1/2 - Lengths: 2', 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : it gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME 818.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Page rt No.: 5 --104-MM2-StORV-ER 14of7 ISpeclalty Structural EnglnPPrinq CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI -2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Page Report No.: 165- 0104- MM2-StORV-ER_14 Speclalty Structural Englneering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 5-vz' Profile Drawines 1&1/4" Iz, Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI -2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Report 7 No.: 15-104-MM2-StORV-ER-14ofPage7 Specic5lftj Structural Enginemiaring CBUCK, Inc. Certificate of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 1 1/7 o.c. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Nominal Lengths 24" Typical Fastener(s) 11 Gauge Ping Shank Roofing Nail OR Base Flange 10 min. Wood Screws Top Plan View (Not To Scole) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scole) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS TCENTER OF GRAVITY PROCEDURE STEP ASSUMED TO ACT AT THE NGEOMETRICCENTEROFTHE MECHANICAL UNIT. CONNECTION TYPE 3 MECHANICAL UNIT MUST BE, 0SQUAREORRECTANGULAR. X ; NO IRREGULAR SHAPES. CRITERIA CORRESPONDS TO TAKE S 3 W W 16'•16'-16FT- PERMITTED. THIS UNIT HEIGHT Of IM IS EQUAL TO THE MAXIMUM ALLOWABLE MEGA OF /Y. 1 3' TMAX` VP. HOST STRUCTURE DESIGN BY OTHERS. SEE DESIGN- Of AN A/C STAND THAT IS A M.AKINUM SD- TALL /PAN A/C STAND IS UTILIZED, SCHEDULES FOR CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS THE ALLOWABLE SUBSTRATES 5 MECHANICAL UNIT 1 TIE -DOWN ISOMETRIC 1 1' - 1'-0- ISOMETRIC MAXTYP. 75LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. TCENITER OF r SEE DESIGN GRAVITY / SCHEMOUFOR MAXIMUSURFACE AREA AND DESIGN PRESSURE, TP. STEEL TIE -DOWN CLIPS. 1,2 SEE DETAIL 1/3 B 2/3FORCLIPINFORMATION, 3 TYP. 3- MAX TYP. LO I 3- MAX IIIA 5'' TYP. PER CORNER WILL VARY PER CONNECTION TYPES CI -C4 ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMRE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ADOF-TOP INSTALLATION "EIGHT. N, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIM. SEE SHEETS /-S FOR DESIGN SCHEOUL6.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA. VuR-170 MM, EXPOSURE TF IB- TALL • /B- DEEP • IB- WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2- CLIP AT EACH CORNER Of UNIT (TOTAL OF (4) CLIPS) PROCEDURE: DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 1.10 AND THE=' BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOGTY HURRICANE INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGNCRITERIA USED 1ra CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7.10 SECTION 29.5.1'y FOR ROOF 70P HEIGHTS (H) 560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H)>60 FT B SECTION 29.1.1 FOR INSTALLATIONS AT GRADE. (GC;1,_-3.10 WITHIN THE MVHZ, GC,),„ -u -1.9D OUTSIDE THE HV1Q (GCI.S FOR ALL LOCATIONS (CONCURRENT). ALL OTHER DESIGN VARIABLES ARE INACCORDANCE WITH ASCE 7.10 CHAPTERS 26 B 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT 70 BE INSTALLED ON A MAXIMUM 30- TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IH THE DESIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE B ASCE 7.10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. PROCEDURE STEP RESULT 1 DETERMINE TME CONNECTION TYPE NASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A Vull-170 MPI, EXPOSURE'S'. THIS DESIGN 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST`, CRITERIA CORRESPONDS TO TAKE S 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 16'•16'-16FT- PERMITTED. THIS UNIT HEIGHT Of IM IS EQUAL TO THE MAXIMUM ALLOWABLE MEGA OF /Y. 1 CHECK MAXIMUM UNIT HEIGHT RESTRICTIONNOTE: THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON 70P CONFORM TO SPECIFICATIONS STATED MEREIU. ALL MECHANICAL SPECIFICATIONS Of AN A/C STAND THAT IS A M.AKINUM SD- TALL /PAN A/C STAND IS UTILIZED, CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS THE CHECK TO SEE THAT THE STAND DOES NOT EXCEED ZD- IN HEIGHT 5 CHECK MINIMUM UNIT WIDTH RESTRICTION I UNIT WIDTH ISIS' WHICH IS GREATER TION THE MINIMUM ALLOWABLE WIDTH OF 2/- FS. FAS7ENER5 TO BE #12 X h- OR GREATER SAE GRADES UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, TNIS UNIT MAY RE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO IS FT. 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON ROOF -TOP HEIGHTS GREATER REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. THAN 60FT AND LESS THAN 100 FT. SEE (-) ON TABLE 5 FOR THE NUMERICAL In 6. ALL STEEL CLIPS SMALL BE ASTM A283 STEER (GRADE D) WITH Fy-33 KSI OR BETTER. VALUES OF THIS DESM EXAMPLE DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 1.10 AND THE=' BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOGTY HURRICANE INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGNCRITERIA USED 1ra CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7.10 SECTION 29.5.1'y FOR ROOF 70P HEIGHTS (H) 560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H)>60 FT B SECTION 29.1.1 FOR INSTALLATIONS AT GRADE. (GC;1,_-3.10 WITHIN THE MVHZ, GC,),„ -u -1.9D OUTSIDE THE HV1Q (GCI.S FOR ALL LOCATIONS (CONCURRENT). ALL OTHER DESIGN VARIABLES ARE INACCORDANCE WITH ASCE 7.10 CHAPTERS 26 B 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT 70 BE INSTALLED ON A MAXIMUM 30- TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IH THE DESIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE B ASCE 7.10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. ua+ } 1.lQ y m 999 d FZw Cp W W ; 0 N CLC S^ off 2. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. U3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST`, ZREPORTS *TEL 019703117A. STK 019703678 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SMALL BE PERMITTED. UUU j 1. MAXIMUM B MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SMALL CONFORM TO SPECIFICATIONS STATED MEREIU. ALL MECHANICAL SPECIFICATIONS Q CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS THE Z ° ppI n AND ARE EXPRESS RESPONSIBILITY OF THE CONTRACTOR O Z » FS. FAS7ENER5 TO BE #12 X h- OR GREATER SAE GRADES UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, 114STALLED TO 3000 PSI MN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR QREQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. Z In 6. ALL STEEL CLIPS SMALL BE ASTM A283 STEER (GRADE D) WITH Fy-33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATE0 COATING Luo n REQUIRED FOR ALL COASTAL INSTALLATIONS. G1 7. z Z G ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, EALLCONCRETESHALLBESTRUCTURALCONCRETE /- MIN. THICK AND SMALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, d SUNLESSNOTEDOTHERWISE. ZS. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. to9. ELECTRICAL GROUND, WHEN REQUIRM.10 BE DESIGNED A INSTALLED BY OTHERS. L 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND 1S NOT INCLUDED IN THIS CERTIFIG7ION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. A d 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR Aft A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED pp i;aHEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITEC SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6D 12. WATER -TIGHTNESS OF EXISTING MOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SMALL ENSURE THAT ANY REMOVED g OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND f INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR IEAKAGB ISSUES WHICH MAY OCCUR AS WATER-TIGHMESS SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES 7HA7 ACCOMPANY THE VUR WIND e SPEEDS USED IN THIS APPROVAL, SEE SECTION 26,7.3 OF ASCE 7.10. a K d 1S-2378 ill 1' CLIPS 3' MAX J(I TYP. C. CONNECTION TYPE Cl 1- CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF(,, PER UNIT 2' CLIPS `3- MAX TYP. 3' MAx TVP. W 3' MAX. 5/ TIM } f 1' CLIPS \ 3- MAIi lYP Ilk 3- MAX YP TYP. ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION 1)-S/16'0 CARBON STEEL ITN BUILM TAFCON, CONCREFE: 2Y.' FULL EMBED TO 1' THICK MIN, CONCRETE, 3w MIN. 3000151 MIN.) EDGE DISTANCE, 31)" MIN. SPACING % ANY ADJACENT ANCHOR. ALUMINUM: 1]•111 SAEGRADES 0.125' MIM. SHEET METAL SCREW 10 THICK, 6061.76 ALUMINUM, PROVIDE (5) Hill.ALUMINUM) PITCHES IN. PAST THREAD JANE STEEL: 1)-114 SAE GRADE 5 0.125- MIN. SHEET METAL SCREW TO THICK. 33 1(51 STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIM. PAST THREAD PLANE 2" CLIPS SU&STRATe 1)-S/ 16.0 CARBON SIM TTVI BUILDCA TAPCOFe ' CONCRETE: 2. FULL EMBED TO 4THICK MIN, CONCRETE, 3w MIN. 3000 FSI MIN.) EDGE DISTANCE, 3):- MIM, SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: 1 ( 2)'114 SAE GRADE 5 0.125' MIN. SHEET METAL SCREWS TO THICK. GD61•T6 ALUMINUM, PROVIDE (S) MIN. ALUMINUM) PITCHES MIN. PAST THREAD JANE STEEL: (2)• 114 SAE GRADE S 0.125 -MIN. SHEET METAL SCREWS TO THICK, 33 KSI STEEL. PIIOVIDE (S) MIN. STEEL) MES MIN. PAST THREAD PLANE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES. IF APg3GBLE. 2 ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. CONNECTION TYPE C2 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MFCHANICu UNIT. C2 1- CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT Sruru Z 3' MAX TYp. ', 2' CLIPS Y , 3' 14Ax 3' MAX h.3' MAx K TW. r,tAJT TYP. UNIT WIDTH 6' MAX 6' MAX CLIP OFFSET 1-t_ CLIP PAIR SPACING I CUP OFFSET rl F. i' TYP MECHANICAL t t-CUP-CUP UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE (4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT CONNECTION TYPE C3 CONNECTION TYPE C4 5 ALTERNATE 8 CLIP DETAIL C3 2' CUPS -UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (41 PER UNIT C4 2• CLIPS . UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT 3 M.T.S. PIAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CUPS PER UNIT. 15-2378 0.375 6•\'/ ,. 1 I" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC V O 0 072 OR OASTMA287 STEEL TYP. H 3)-012 SAE GRADE S SHEET METAL SCREWS FOR CLIPS 4' LONG. UTULE S SKEET METAL SCREWS FOR CUPS LONGER THAN 1', I—TYP. Y'0 HOLES, NOT TO BE USED FOR ANCHORS, TYP. FACTORY -MILLED % HOLES; JUTILIZE (1) OR (2) ANCHORS 4•, FOR ANY CLIP SCHEDULE, TYP. 0.50' LONGER THAN 10' 3 N.T.S. ISOMETRIC 0.19' UTILIZE (S)-112 SAE PITCHES MIN. PAST THREAD BANE FOR EACH SMS, TYP. TYP GRADE S SHEET 1) OR CUP IS DESIGNED FOR FULL PER ANCHOR 3/3' SCHEDULE METAL SCREWS, TYP. CONTACT WITH THE BASE OF EACH o.o6B• THICK MECHANICAL UNIT, TYP. ASTM A283 Vt STEEL TYP. oO o 3 y Z 3)• P 12 SAE GRADE 5 o u SHEET METAL SCREWS L, FOR CUPS UP TOS .. g LONG. UTILIZE IS)- (5)•112 nVJf SHEET METAL SCREWS S OD FOR CUPS LONGER THAN S', TYP. WO HOLE, WITH YQANCHORFROM11 CLIP ANCHOR 0.75• SCHEDULE, TYP. 0 OTHER DIMENSIONS SIMILAR) 0.375 6•\'/ ,. 1 I" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC V O 0 072 OR OASTMA287 STEEL TYP. H 3)-012 SAE GRADE S SHEET METAL SCREWS FOR CLIPS 4' LONG. UTULE S SKEET METAL SCREWS FOR CUPS LONGER THAN 1', I—TYP. Y'0 HOLES, NOT TO BE USED FOR ANCHORS, TYP. FACTORY -MILLED % HOLES; JUTILIZE (1) OR (2) ANCHORS 4•, FROM 2' CUP ANCHOR SCHEDULE, TYP. 0.50' 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UN17S SMALL BE 6063.76 MIN. ALUMINUM SHEET WITH Fty30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SMALL BE ASTM A6S3 Fy33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t-0.0299'). 0.068• THICK ASTM I"/- A283 STEEL CLIP, TYP. A283 METAL SCREWS FOR CLIPS 4' BASE OF UNIT SKALL BE FLUSH WITH BASE OF CUP, NO SPACE METAL SCREWS OR CLIPS PERMITTED, TYP. J 12 SAE GRADE 5 SKEET METAL SCREWS FOR CUPS UP TO S- LONG. UTILIZE ($)-012 SHEET METAL SCREWS FOR CLIPS LONGER THAN S'. PROVIDE (S) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) I" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3' . 1'-0• DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNITBY OTHERS. ALUMINUM HOUSING UNITS SMALL BE 6063•T6 MIN. ALUMINUM SHEET WITH Fty30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UN17S SHALL BE ASTM A6S3 Fy.33KS1 MIN. STEEL, GRADE 33, 22GA MIN. (tb0.0299'). 0.072.ORO. 113' THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SMALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. 15-2378 0 3)•112 SAE GRADE 5 SHEET SUBSTRATE PER ANCHOR METAL SCREWS FOR CLIPS 4' LONG. UTILIZE (4)-0125HEET METAL SCREWS OR CLIPS j LONGER THAN 4'. PROVIDE (5) PITCHES MIN. PAST THREAD BANE FOR EACH SMS, TYP. 3 3' - t'-0' 1) OR CUP IS DESIGNED FOR FULL PER ANCHOR 3/3' SCHEDULE CONTACT WITH THE BASE OF EACH 15-2378 0 SUBSTRATE PER ANCHOR SCHEDULE VARIES) 2" TIE -DOWN CLIP a NCHOR DETAIL 3 3' - t'-0' DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. 15-2378 0 F,%%Ah ENNM9O. F E. 11991100 TABLE 1: Vult=175 MPH, EXPOSURE C TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) USE WITH A RISKFOR CATEGORY II STRUCTURE IN THE HUGH VELOCITY HURRICANE ZONE') AVOWABLE ROOF -TOP HEIGHT (H) ALLOWABLE ROOF -TOP HEIGHT (H) IQ Aft649 MAXIMUM TIE -DOWN CONFIGURATION TYPE TE -DOWN CONFIGURATION TYPE fMf ^ OF MAXIMUM SURFACE AREA UNIT UNIT Cl C2 C3 C4 SURFACEAREA OF UNIT UNIT C3 C2 C3 C4UNIT'S LARGEST HEIGHT II FACE WIDTH UNITS LARGEST HEIGHT WIDTH FACE 6 FT' , 24MAX 12' MIN N/A AT GMOE AT GRADE H S I00 Fl 6 FT' 24' MAX ^ 1_2' MIN N/A F pT GRADE AT GRADE N S 200 FT F F_ -UQ V W •I9FT ' 32' MAX IS' _MIN_ N/A AT GRADE AT GIWE I H S 60 FT 9 F7' 32' MAX I V M_IN N/A AT GRADE N/A H S 30 FT UI a < W U Q 4 FT' 6 F7' AT GRADE _ HA 200 FT H S 30 FT I H S 200 FT FT' AT GRADE H i 200 FT AT GRADE N S 200 FT Z t W W B AT GRADE H S 40 FT AT GRAD N 1200 FT _ 6 FT' N/A IL i IS F7 AT GRADE H S 200 FT W W •• 39FT' 4B' MAX 12 FT' 24' MIN N/A AT GRADE AT GRADE H S 160 FT N/A AT GRADE AT GRADE H S 40 Fl 9", 4B' MAX24' MIN N/A _ A7 GRADE Al GRADE_ H S Bfl FT 12 F7' N/A AT GRADE N/A AT GRADE 31: U) W A 3 16 FT' N/A AT GRADE N/A AT GRADE 1_6 FT' N/A AT GRADE H/A AT GRADE fU_A O 20 FT' ZS F1' N/A AT GRADE N/A J AT GRADE N/A AT GRADE N/A 1 AT GRADE' i 20 FT' _ AT GRADE NIA AT GRADE 25 FT' N/A N/A N/A AT GRADE60' MAX 49' MIN W MAX 4B' MIN _ _ _ 30 F_T' N/A N/A N/A ( AT GRADE I 30 FT N/A N/A N/A ^ AT GRADEiI36F1' _ N/A N/A N/A AT GRADE 36 FT' N/A _ N/A N/A AT GRADE THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARO AND THIS TABLE IS PERMISSIBLE IO BE USED WITHIN THE NVHZ WHICH CONTAINS BROWARD AND V MIAMI-RADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDIC710N FOR THE APPLICABILITY MIAMFDADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITYyj Of THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES IZr G J Z oA^. g TABLE 3 : Vult=170 MPH, EXPOSURE C TABLE 4 : Vult=170 MPH, EXPOSURE D O r R F FOR USE WITH A RISK CATEGORY R STRUCTURE-) FOR USE WITH A RISK CATEGORY 11 STRUCTURE') Ld11K GJ ALLOWABLE ROOFTOP HEIGHT (H) ALLOWABLE ROOF -TOP HEIGHT (H) M w TIE -DOWN CONFIGURATION TYPE IIE-DOWN CONFIGURATION TWE tJJ o H MAYIMUM MAXIMUM SURFACE AREA OF UNIT UNIT'S LARGEST HEIGHT UNIT WIDTH Cl C2 C3 C4 SURFACE AREA OF UNIT UNIT UNIfY LARGEST HEIGHT WIDTH Cl C2 oI I C4 1Z- 1 FACE 6FT' H5200 FACE _ I 7C 21'MAX 12'MIH N/A M5200 FT A7 GRADE 60Fl<HS160Fl FT 6F1' 21'MAX 12* MIN N/A H AT GRADE S200FT 60Fl<HSBOFT N5200Fl Ni Fl 9 GRADE ---- m 9Fl' 3Z'MAX IMINS' N/A A7 GRADE 60Fl <H 1200 FT HS200Fl 3Y MAX' !S'MIN N/A AT T X60 FT<H 120DFT WA H5200 FT 4F1' HS200 FT H5200 FT-- AT GRADE 60FT<H5200FF H5Fl200 4fT' AT GRADE NS 200 FT H5200 FT60FT<HS100FT HSZOOFl 1A 6 F 9 FT' 4B' MAX 24' MIN AT GRADE HS200Fl H` 40Fl 60 Fl H % 2WADEA7GRADE N/A H S 200 FT 60 FT<H S60 FT N5200Fl H S 200 FT 6F1' I N/A H 120 FT HS15 FT 60 Fl < H S 200 FT 9 F T' 4C MAX 24' MIN N/A H 515 FT AT GRADE60Fl<HS 200 FT. HS200Fl H S 200 Fl E! 32 F1' N/A AT GRADE N/A60FT<HS200FT H 1200 FT 12 R' N/ 60 FT A AT GRADE N/A H S I00 FT II BB 1 —^ HS40 FT C 16FT' WA - AT GRADE N/A HS200 FT 16 FT' N/A N/A N/A 60Fl<N5200FT 20 FT' - - _ -- N/A AT GRADE N/A H S 200 FT 20 FT' - - ' _ N/A AT GRADE N/A 140 FT 60 fFT< H S FT I P 25 F1' N/A N/A -- N/A_-^ HS30R 25Ff' N/A N/A N/A AT GRADE fOIlOB1AY11LElNINDPL 15-2378FAFT <H S 20D Fl 60 FT 4 H_i_2W F7 60'MAX 30 F1' 4B'MIN WA N/A N/A A7 GM E 60' MAX 48* MIN 30 F1' 11/A N/A N/A AT GRADE BCY(t N 73 PACS OWftlVr0Nl60Fl<HS1B0Fl 60 F7<Hi IOD FT 36 F1' WA N/A N/A AT GRADE 36 Ff' N/A N/A N/A AT GRADE pb AS AN EXAMPLE. THIS TABLE IS PERMISSIBLE AUTHORITY HAVING JURISDICTION FOR THE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL APPLICABILITY OF THUS TABLE WITHIN CERTAIN FLORIDA COUNTIES. AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. d I c TABLE 5 : Vult=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY II STRUCTURE') FT' 1 6 F1' 9 F1' IC MAX 12 FT' 16FT' 20 F1' 25 FT' 60' MAX 30 FT' 36 FT' iHS20OF7 HS200FT ALLOWABLE ROOF -TOP HEIGHT (H) HS200Fl_ H 9 40 FTHS20OFT 60Fl<HI200 FiS2 TIE -DOWN CONFIGURA710M TYPE MAXIMUM 24. MIN AT GRADE H5200FT H520DFl SURFACE AREA OF UNIT UNIT C1 C2 C3 CI UNITS LARGEST HEIGHT WIDTH N/A H 1200 FT FACE H 6 200 FT S S HS15 60Fl 100Fl 6FT' 24' MAX 12'MIN ,60Fl <NSI20Fli H5200FT H1200FT HS200F7 9FT' 32* MAX IV MIN AT GRADE NS200Fl HS200FT Hl 200 FT FT' 1 6 F1' 9 F1' IC MAX 12 FT' 16FT' 20 F1' 25 FT' 60' MAX 30 FT' 36 FT' iHS20OF7 HS200FT HS 200 FTHS200Fl_ H 9 40 FTHS20OFT 60Fl<HI200 FiS2 H520OFT H920OFT 24. MIN AT GRADE H12OOR H5200FT H520DFl6OF7<HSZDFF I ATGUM H5200 FTT6p I Hs/OFT-- fT<H5200 F1 HS20DFT N/A H 1200 FT H FT H 6 200 FT S S HS15 60Fl 100Fl SURFACE AREA N/A H1200 FT HSISFT HS20OFT CCL I60 FT < H S 180 FT N/A HS/OFT AT GRADE H52ODFT 48. MIN I__ 60Fl<HS200Ff 60FT<HS80FT N/A H i IS FT AT GRADE H5200F7 6OFT< H5160F71 N/A AT GRADE AT GRADE H S 200 FT60FT HS 200 FT TABLE 7 : Vult=140 MPH, EXPOSURE D FOR USE w11N A RISK CATEGORY B STRUCTURE') TABLE 6 : Vult=140 MPH, EXPOSURE C {L"F%%a0D'' FOR USE WITH A RISK CATEGORY R STRUCTURE-) ALLOWABLE ROOF -TOP HEIGHT (H) • •. 11F4)OWN CONFIGURATION TYPE MAXIMUM pSURFACEAREAOFUNITUNITIIJUNITSLARGESTHEIGHTWIDTH CI C2 C3 CIS f=CE 6FT' 24' MAX 12' MIN AT GRADE N120 FT HA200Fl NS200FTT' e1;L I 9FT' 3Y MAX IS'MIN , N/A HS200Fl HSIS fi MS200- 1 60FT<H120D FT L_ f iill ; RECORD COPY Design No. U905 BXUV.U905 Fire -resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer rage i of t Authorities Having 3urlsdiction should be consulted in all cases as to the particular requirements covering the Installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having 3urisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered In the field. When field issues arise, it Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada INGSeeGeneralInformationforFire -resistance Ratings - ANSI/UL 263 aSeeGeneralInformationforFireResistanceRatings - CAN/ULC-5101 Certified for Canada Design No. U905September11, 2015 Bearing Wall Rating — 2 HR. # 1 5— 2 6 3 2 Nonbearing Wall Rating — 2 HR This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. I • C , '•-'t ----- i : Pi, P - 1 ; l _.. Ja:= 7.;;g• MIN. i.. i t4 j i ] Hoftzc-Atoi Section 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar — Blocks laid In full bed of mortar, nom. 3/8 In. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Piaster — Add 1/2 hr to classification if used. Where combustible members are framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill Insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* — (Optional -Not Shown) — 1-1/2 In. thick max, 4 R wide sheathing attached to concrete blocks Item 1). 12/29/2015 Page Bottom RECORD COPY Design No. U301 BXUV.U301 Fire -resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer rage i oz o Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the Installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered In the field. When field Issues arise, it Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Ov DING See General Information for Fire -resistance Ratinas - ANSI/UL 263 See General Information for Fire Resistance Ratinas - CAN/ULC-5101 Certified for Canada SANFORD Design No. U301 oFPAR September 21, 2015 Bearing Wall Rating — 2 HR. # 1 5- 2 6 3 2 Finish Rating — 66 Min. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1K" n r_ 1A" C 1. Nailheads — Exposed or covered with joint compound. 2. 3olnts — Exposed joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 In. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. 3. Nails — 6d cement coated nails 1-7/8 In. long, 0.0915 In. shank diam, 1/4 In. diam heads, and 8d cement coated nails 2-3/8 In. long, 0.113 in. shank diam, 9/32 In. diam heads. 4. Gypsum Board* — 5/8 In. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 In. nails spaced 6 In. OC. Outer layer attached to studs over Inner layer with the 2-3/8 In. long nails spaced 8 In, OC. Vertical joints located over studs. All joints In face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. 12/29/2015 When used In widths other than 48 In., gypsum board to be Installed horizontally. When Steel Framing Members' (Item 6 or 6A) are used, base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced max 24 In. OC; face layer attached with 1-5/8 in. long Type S bugle -head steel screws spaced max 12 In. OC. ACADIA DRYWALL SUPPLIES LTD - Type X, S/8 Type X, Moisture Resistant Type X, Gypsum Sheathing Type X, Mold& Mildew Resistant Type X and Mold & Mildew Resistant AR Type X, , Type Blueglass Exterior Sheathing AMERICAN GYPSUM CO - Types AGX-1, M -Glass, AG -C, AGX-11. BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1. CERTAINTEED GYPSUM INC - Types 1, FRPC, EGRG, GlasRoc, Type C, Type X, Type X-1. CGC INC - Types AR, C, IP -AR, IP -X3, IP -X2, IPC -AR, SCX, SHX, ULX, USGX, WRC, WRX. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX. GEORGIA -PACIFIC GYPSUM L L C - Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6. LS, TG -C, Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type -X, Soffit -Type X, GreenGlass Type X, Type LWX, Veneer Plaster Base -Type LWX, Water Rated -Type LWX, Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W. NATIONAL GYPSUM CO - Types eXP-C, FSK, FSK -C, FSK -G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSW-C, FSW-G, FSMR-C, FSL. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Types C, PG -2, PG -3, PG -3W, PG -4, PG -5, PG -5W, PG- SWS, PG -9, PG -11, PG -C or PGS-WRS. PANEL REY S A - Types PRC, PRX, RHX, MDX, ETX, GREX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX -1 THAI GYPSUM PRODUCTS PCL - Type C or Type X. UNITED STATES GYPSUM CO - Types AR, C, FRX-G, IP -AR, IP -X3, IP -X2, IPC -AR, SCX, SHX, UUX, ULX, USGX, WRC, WRX. USG SORAL ZAWAWI DRYWALL L L C SFZ - Types C, SCX USG MEXICO S A DE C V - Types AR, C, IP -AR, IP -XI, IP -X2, IPC -AR, SCX, SHX, ULX, USGX, WRC, WRX. 4A. Gypsum Board* - (As an alternate to Item 4) - Nom 3/4 in. thick, Installed as described In Item 4. CGC INC - Types AR, IP -AR. UNITED STATES GYPSUM CO - Types AR, IP -AR. USG MEXICO S A DE C V - Types AR, IP -AR. 12/29/2015 4B. Gypsum Board* — (As an alternate to Items 4 and 4A)-5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described In Item 4. Joint covering (Item 2) not required. CGC INC — Type SHX UNITED STATES GYPSUM CO — Type SHX USG MEXICO S A DE C V — Type SHX 4C. Gypsum Board* — (As an alternate to Items 4, 4A or 4B — Not shown) For Direct Application to Studs Only- For use on one or both sides of the wall as the base layer or one or both sides of the wall as the face layer. Nom 5/8 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 In. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and In the field when applied as the base layer. When applied as the face layer screw length to be Increased to 2-1/2 In. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 in. wide, max 10 R long with a max thickness of 0.125 In. placed on the face of studs and attached to the stud with two 1 in. long Type S-12 pan head steel screws, F4j.one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 In. diam by max 0.125 In. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 In. by 1-1/4 In. by max 0.125 In. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when Installed over lead backed board to be min 2-1/2 In. Type S-12 bugle head steel screws spaced as described In Item 4. RAY -BAR ENGINEERING CORP — Type RB-LBG. 4D. Gypsum Board* — As an Alternate to Item 4 — 5/8 in. thick applied either horizontally or vertically. Inner layers fastened to framing with 1-1/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. Outer layers fastened to framing with 1-7/8 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last screw 1 In. from edge of board. When used in widths other than 48 in., gypsum board to be Installed horizontally. All joints in face layers staggered with joints In base layers. Joints of each base layer offset with joints of base layer on opposite side. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C. 4E. Gypsum Board* — (As an alternate to Items 4 through 4D) — 5/8 In. thick, 4 R. wide, paper surfaced applied vertically and secured as described in Item 4. GEORGIA -PACIFIC GYPSUM L L C — Type X ComfortGuard Sound Deadening Gypsum Board. 4F. Gypsum Board* — (As an alternate to Item 4) — Not to be used with Item 6. 5/8 In. thick, 4 R. wide, paper surfaced, applied vertically and secured as described In Item 4. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 4G. Gypsum Board * — (As an alternate to Items 4 through 4F) — Nominal 5/8 in. thick, 4 R wide panels, applied vertically and secured as described In Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types QuietRock ES. 4H. Gypsum Board* — (As an alternate to Item 4) — Not to be used with Item 6. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically and secured as described In Item 4. CERTAINTEED GYPSUM INC — Type SllentFX Q. Gypsum Board* — (As an alternate to Item 4) — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 In. long Type W steel screws spaced 8 In. OC. Outer layer attached to studs over Inner layer with 2 In. long Type W steel screws spaced 8 In. OC offset 6 In. from base layer. Vertical joints located over studs. Vertical and horizontal joints between Inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. As an alternate to the joint compound nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Wallboard other than 48 1n. wide must be applied horizontally. The SoundBreak XP Type X Gypsum Board is not to be used with Item 6. NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK -C, FSK -G, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR-C, SoundBreak XP Type X Gypsum Board. 12/29/2015 43. Gypsum Board* — (As an alternate to Items 4) For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/8 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 In. long Type W coarse thread gypsum panel steel screws spaced 8 In. OC at perimeter and In the field when applied as the base layer. When applied as the face layer screw length to be Increased to 2-1/2 In. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 In. wide, max 10 R long with a max thickness of 0.140 In. placed on the face of studs and attached to the stud with two 1 In. long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 In. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D'. Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when Installed over lead backed board to be min 2-1/2 In. Type S-12 bugle head steel screws spaced as described In Item 4. MAYCO INDUSTRIES INC — "X -Ray Shielded Gypsum" 4K. Gypsum Board* — For use with Item 7 — 5/8 In. thick, two layers applied vertically. Inner layer attached to resilient channels with 1 In. long steel screws spaced 8 in. OC. Outer layer attached to resilient channels over Inner layer with 1-5/8 In. long steel screws spaced 8 In. OC. All joints In face layers staggered with joints In base layers. Joints of each base layer offset with joints of base layer on opposite side. Insulation, Items 8 or 9 Is required. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C, AGX-11. 4L. Gypsum Board* — (As an alternate to Items 4) For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 In. long Type W coarse thread gypsum panel steel screws spaced 8 In. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be Increased to 2-1/2 In. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 In. wide, max 8 R long with a max thickness of 0.14 In. placed on the face of studs and attached to the stud with construction adhesive and two 1 In. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 In. dlam by max 0.085 In. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade C'. Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when Installed over lead backed board to be min 2-1/2 In. Type S-12 bugle head steel screws spaced as described In Item 4. RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 4M. Gypsum Board* — (As an alternate to Item 4) — 5/8 In. thick, 4 ft. wide, two layers applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described In Item 4. CERTAINTEED GYPSUM INC — 5/8" Easl-Ute Type X 4N. Gypsum Board* — (As an alternate to 5/8 In. Type FSW in Item 4 or 41) - Nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Two layers of 5/16 in. for every single layer of 5/81n. gypsum board described in Item 4 or 4I. Horizontal joints on the same side need not be staggered. Inner layer of each double 5/16 in. layer attached with fasteners, as described In Item 4 or 4I, spaced 24 In, OC. Outer layer of each double 5/16 In. layer attached per Item 4 or 41. NATIONAL GYPSUM CO — Type FSW 40. Wall and Partition Facings and Accessories * — (As an alternate to Items 4 through 4N) — Nominal 5/8 In. thick, 4 R wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuletRock 527 4P. Gypsum Board* — (As an alternate to Item 4) — 5/81n. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 in. long Type W steel screws spaced 10 In. OC with the last two screws 4 and 1 in. from the edges of the board. Outer layer attached to studs over Inner layer with 1-7/8 In. long Type W steel screws spaced 10 In. OC offset 5 In. from base layer with the last two screws 4 and 1 in. from the edges of the board. Vertical joints located over studs. Vertical and horizontal joints between inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. When used In widths other than 48 In., gypsum panels are to be Installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A, Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX S. Molded Plastic* — Not shown, Optional — Solid vinyl siding mechanically secured over the outer layer to framing members in accordance with manufacturer's recommended Installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC GENTEK BUILDING PRODUCTS LTD VYTEC CORP 12/29/2015 rapt; Z) 01 0 6. Steel Framing Members — (Optional, Not Shown)' - Furring channels and resilient sound Isolation clip as described below: A. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 In. or 2-23/32 In. wide by 7/8 In. deep, spaced 24 In. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 In. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described In Item 4. S. Steel Framing Members* — Resilient sound Isolation clip used to attach furring channels Item 6a) to studs. Clips spaced 48 In. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted Into clips. RSIC-1 clip for use with 2-9/16 In. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75). 6A. Steel Framing Members — (Optional, Not Shown)* — Furring channels and resilient sound isolation clip as described below: A. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 In. OC perpendicular to studs. Channels secured to studs as described In Item b. Ends of adjoining channels overlapped 6 In. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 In. and 4 In. from overlap edge). Gypsum board attached to furring channels as described In Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 In. from each end of length of channel. Both Gypsum Boards at side joints fastened Into channel with screws spaced 8 In. OC, approximately 1/2 In. from joint edge. B. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels Item 6Aa) to studs. Clips spaced 16 in. OC., and secured to studs with No. 10 x 2-1/2 In. coarse drywall screw through the center hole. Furring channels are friction fitted Into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 7. Furring Channel — Optional — Not Shown — For use on one side of the wall with Item 4K — Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 In. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, Insulation, Item 8 or 9 Is required. S. Batts and Blankets* — Required for use with resilient channels, Item 7, min. 31n. thick mineral wool batts, placed to fill Interior of wall, attached to the nom 4 In. face of the studs with staples placed 24 In. OC. ROXUL INC — Type SAFEnSOUND THERMAFIBER INC — Type SAFB 9. Batts and Blankets* — (As an alternate to Item 8) — min. 3 In. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, friction -fitted to fill the stud cavities. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 9A. Fiber, Sprayed* — (optional) As an alternate to Batts and Blankets (Item 8), Required for use with resilient channels, Item 7, Not for use with Item 6, or 6A. — Spray applied mineral wool insulation. The fiber is applied with water to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. See Fiber, Sprayed (CCAZ). TEXAS AMERROCK PARTNERS L P, DBA AMERROCK PRODUCTS — Type Rockwool 10. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 In. thick, 4 R wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -500 or QR -510 panel is Installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) Is/are to be installed as Indicated as to fastener type and spacing, except that the required fastener length shall be Increased by a minimum of 1/2 In. Not evaluated or Intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Type QuletRock QR -500 or QR -510 11. Cernentitious Backer Units* — (Optional Item Not Shown — For Use On Face Of 2 Hr Systems With All Standard Items Required) — 7/16 In., 1/2 In., 5/8 in., 3/4 in. or 1 In. thick, min. 32 In. wide.- Applied vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 In. for steel framing members, and a minimum of 3/4 In, for wood framing members spaced a max of 8 In. OC. NATIONAL GYPSUM CO — Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus 12/29/2015 rage o or o Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification such as Canada), respectively. Last Updated on 2015-09-21 Ouestions7 Print this Pane Terms of Use Pane To m 2015 UL LLC The appearance of a company's name or product In this database does not In itself assure that products so Identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented In their entirety and In a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: V 2015 UL LLC". 12/29/2015 RECORD COPY Service Calculation for Single family Home 1090 SQ FT LIVING AREA 240 VOLT SERVICE General Lighting SQ.FT.X 3 VA 3,270 VA Small appliance load (3000 VA per kitchen) 3,000 VA Laundry 1500 VA for each Washer # of washers 1,500 VA Total general light and small appliance 7,770 VA 3000 va @ 100% 4,770 va @ 35% 4 or more fixed appliances at 75% see 220-53) Water Heater 4,500 VA Dishwasher 1 1,200 VA Disposal 1 960 VA Micro Wave 1 1,800 VA Pool Pump VA Jetted Tub Pump VA 8,460 va @ 75% 5Kw Heatstrips 10Kw Heatstrips A/C Compressor 1.5 Ton A/C Compressor 2 Ton 1 A/C Compressor 2.5 Ton A/C Compressor 3 Ton A/C Compressor 3.5 Ton A/C Compressor 4 Ton A/C Compressor 5 Ton Dryers Range (see 220-55) Boatdock motor 1/4 horsepower Well motor 1/3 horsepower 25% of largest fixed appliance TOTAL LOAD Divide total VA by line voltage to size the service 160A 240V 1 -Phase 3,000 VA 1,670 VA a 15-2632 136 Amps 2785 Wrights Road ServicingA1l1 _bbf Florida Office: 407.960.3828 Suite 1105 Ef# 13004390 Fax: 888.291.6535 Oviedo, FL 32765 10 www.electricorlando.com WORD COPY FORM R405-2014 SEP 2 4 2015 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTR Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0915357-2 Builder Name:RL R Car- ,STr`L/ C.fi( n Street: 1103 W. 8th Street Permit Office: C o S ford City, State, Zip: Sanford , FL , 32771 Permit Number: 41a93a 2 6 3 2 Owner: Duplex Unit A & B Jurisdiction: 691500 Design Location: FL, Orlando 1. New construction or existing New (From Plans) 9. Wall Types (1669.3 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 W b. Frame - Wood, Adjacent R=13.0 464.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 6 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2180.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 2180.00 ft2 6. Conditioned floor area above grade (ft2) 2180 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(169.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 225 a. U -Factor: Dbl, U=0.65 169.33 ft2 b. Sup: Attic, Ret: Attic, AH: Garage 6 225 SHGC: SHGC=0.35 b. U -Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.6 SEER:15.00 b. Central Unit 23.6 SEER:15.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr •Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 17.1 HSPF:8.50 SHGC: b. Electric Heat Pump 17.1 HSPF:8.50 Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems a. Electric Cap: 40 gallons8. Floor Types (2180.0 sqft.) Insulation Area EF: 0.970 a. Slab -On -Grade Edge Insulation R=0.0 2180.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Total Proposed Modified Loads: 57.28 Glass/Floor Area: 0.078 PASSTotalBaselineLoads: 58.08 1 hereby certify that the plans and specifications covered by Review of the plans and 11tE STgr this calculation are in compliance with the Florida Energy specifications covered by this 0. Code. calculation indicates compliance with the Florida Energy Code.p PREPARED BY: Before construction is completed DATE: 09-23-15 this building will be inspected for d v a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: /_ e - /& Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 PROJECT Title: R0915357-2 Bedrooms: 6 Address Type- Street Address Building Type: User Conditioned Area: 2180 Lot # Owner: Duplex Unit A & B Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name- Rotate Angle: 0 Street: 1103 W 8th Street Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip, Sanford , Family Type: Multi -family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Unit A 1090 8720 2 Unit B 1090 8720 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Bedroom3 146 1168 No 1 1 1 Yes Yes Yes 2 Bedroom2 150 1200 No 1 1 1 Yes Yes Yes 3 Bedrooml 213 1704 No 2 1 1 Yes Yes Yes 4 BathRM1 43 344 No 0 1 No Yes Yes 5 BathRM2 43 344 No 0 1 No Yes Yes 6 Kitchen 81 648 Yes 0 1 No Yes Yes 7 Living 139 1112 No 0 1 Yes Yes Yes 8 Dining 275 2200 No 0 1 Yes Yes Yes 9 B Bedroom3 146 1168 No 1 1 1 Yes Yes Yes 10 B Bedroom2 150 1200 No 1 1 1 Yes Yes Yes 11 B Bedrooml 213 1704 No 2 1 1 Yes Yes Yes 12 B BathRM1 43 344 No 0 1 No Yes Yes 13 B BathRM2 43 344 No 0 1 No Yes Yes 14 B Kitchen 81 648 Yes 0 1 No Yes Yes 15 B Living 139 1112 No 0 1 Yes Yes Yes 16 B Dining 275 2200 No 0 1 Yes Yes Yes 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Bedroom3 16.9 ft 146 ft2 0 0 1 2 Slab -On -Grade Edge Insulatio Bedroom2 25 ft 150 ft2 0 0 1 3 Slab -On -Grade Edge Insulatio Bedrooml 12.3 ft 213 ft2 0 0 1 4 Slab -On -Grade Edge Insulatio BathRM1 1 ft 43 ft2 0 0 1 5 Slab -On -Grade Edge Insulatio BathRM2 1 ft 43 ft2 0 0 1 6 Slab -On -Grade Edge Insulatio Kitchen 1 ft 811`12 0 0 1 7 Slab -On -Grade Edge Insulatio Living 8 ft 139 ft2 0 0 1 8 Slab -On -Grade Edge Insulatio Dining 13 ft 275 ft2 0 0 1 9 Slab -On -Grade Edge Insulatio B Bedroom3 16.9 ft 146 ft2 0 0 1 10SIab-On-Grade Edge Insulatio B Bedroom2 25 ft 150 ft2 0 0 1 11SIab-On-Grade Edge Insulatio B Bedrooml 12.3 ft 213 ft2 0 0 1 12SIab-On-Grade Edge Insulatio B BathRM1 1 ft 43 ft2 0 0 1 13SIab-On-Grade Edge Insulatio B BathRM2 1 ft 43 ft2 0 0 1 14SIab-On-Grade Edge Insulatio B Kitchen 1 ft 811`12 0 0 1 15SIab-On-Grade Edge Insulatio B Living 8 ft 139 ft2 0 0 1 16SIab-On-Grade Edge Insulatio B Dining 13 ft 275 ft2 0 0 1 ROOF JRoof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2248 ft2 272 ft2 Medium 0.65 No 0.9 No 0 14 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2181 ft2 N N 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 4 of 6 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Bedroom3 38 146 ft' 0.1 Wood 2 Under Attic (Vented) Bedroom2 38 150 ft' 0.1 Wood 3 Under Attic (Vented) Bedrooml 38 213 ft' 0.1 Wood 4 Under Attic (Vented) BathRM1 38 43 ft' 0.1 Wood 5 Under Attic (Vented) BathRM2 38 43 ft' 0.1 Wood 6 Under Attic (Vented) Kitchen 38 81 ft' 0.1 Wood 7 Under Attic (Vented) Living 38 139 ft' 0.1 Wood 8 Under Attic (Vented) Dining 38 275 ft' 0.1 Wood 9 Under Attic (Vented) B Bedroom3 38 146 ft' 0.1 Wood 10 Under Attic (Vented) B Bedroom2 38 150 ft' 0.1 Wood 11 Under Attic (Vented) B Bedrooml 38 213 ft' 0.1 Wood 12 Under Attic (Vented) B BathRM1 38 43 ft' 0.1 Wood 13 Under Attic (Vented) B BathRM2 38 43 ft' 0.1 Wood 14 Under Attic (Vented) B Kitchen 38 81 ft' 0.1 Wood 15 Under Attic (Vented) B Living 38 139 ft' 0.1 Wood 16 Under Attic (Vented) B Dining 38 275 W 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below tf amt SpaceToWaUlype R -Value Ft in Ftin Area Grade% 1 N Exterior Concrete Block - Ext InsdBedroom3 5 4 0 8 0 32.0 ft' 0 0 0.3 0 2 W Exterior Concrete Block - Ext InsdBedroom3 5 13 0 8 0 104.0 ft' 0 0 0.3 0 3 S Exterior Concrete Block - Ext InstZedroom2 5 12 0 8 0 96.0 ft' 0 0 0.3 0 4 W Exterior Concrete Block - Ext InstIBedroom2 5 13 0 8 0 104.0 ft' 0 0 0.3 0 5 S Exterior Concrete Block - Ext InsuBedrooml 5 12 4 8 0 98.7 ft' 0 0 0.3 0 6 N Exterior Concrete Block - Ext Insul Living 5 8 0 8 0 64.0 ft' 0 0 0.3 0 7 N Exterior Concrete Block - Ext Insul Dining 5 4 4 8 0 34.7 ft' 0 0 0.3 0 8 W Exterior Concrete Block - Ext Insul Dining 5 8 8 8 0 69.3 ft' 0 0 0.3 0 9 N Exterior Concrete Block - Ext InsBlBedroom3 5 4 0 8 0 32.0 ft' 0 0 0.3 0 10 E Exterior Concrete Block - Ext InsBlBedroom3 5 13 0 8 0 104.0 ft' 0 0 0.3 0 11 E Exterior Concrete Block - Ext InsBlBedroom2 5 13 0 8 0 104.0 ft' 0 0 0.3 0 12 S Exterior Concrete Block - Ext InsBl Bedroom2 5 12 0 8 0 96 0 ft' 0 0 03 0 13 S Exterior Concrete Block - Ext InsBIBedrooml 5 12 4 8 0 98.7 ft' 0 0 0.3 0 14 N Exterior Concrete Block - Ext Insul B Living 5 8 0 8 0 64.0 ft' 0 0 0.3 0 15 N Exterior Concrete Block - Ext InsulB Dining 5 4 4 8 0 34.7 ft' 0 0 0.3 0 16 E Exterior Concrete Block - Ext InsulB Dining 5 8 8 8 0 69.3 ft' 0 0 03 0 17 E Garage Frame - Wood Dining 13 29 8 232.0 ft' 0.23 001 0 18 W Garage Frame - Wood B Dining 13 29 8 232.0 ft' 0.23 0.01 0 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 4 of 6 FORM R405-2014 9/23/2015 1:41 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 N Insulated Dining None 35 3 6 8 20 ft' 2 N Insulated B Dining None 35 3 6 8 20 W 3 E Insulated Dining None 46 3 6 8 20 ft' 4 W Insulated B Dining None 46 3 6 8 20 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 W 2 TIM Low -E Double Yes 0.65 0.35 11.7 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Extenor 5 2 W 4 TIM Low -E Double Yes 0.65 0.35 11.7 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Extenor 5 3 S 5 TIM Low -E Double Yes 0.65 035 11.7 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 4 N 6 TIM Low -E Double Yes 0.65 0.35 16 3 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 5 W 8 TIM Low -E Double Yes 0.65 0.35 33.3 ft' 1 ft 4 in Oft 6 in Drapes/blinds Exterior 5 6 E 10 TIM Low -E Double Yes 0.65 0.35 11.7 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 7 E 11 TIM Low -E Double Yes 0.65 0.35 11.7 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 8 S 13 TIM Low -E Double Yes 0.65 0.35 11.7 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 9 N 14 TIM Low -E Double Yes 0.65 035 16.3 W 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 10 N 14 TIM Low -E Double Yes 0.65 0.35 33 3 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 1 288 W 384 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 1453.3 79.79 150.05 .1855 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 17.06 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.5 17.06 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.023.6 kBtu/hr 787 cfm 0.75 1 sys#1 2 Central Unit Split SEER: 15.0 23.6 kBtu/hr 787 cfm 0.75 2 sys#2 9/23/2015 1:41 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS V Supply --- Return -- Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 225 ft= Attic 150 ft2 Default Leakage Garage Default) (Default) 1 1 2 Attic 6 225 ft' Attic 150 ft' Default Leakage Garage Default) (Default) 2 2 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling Jan 11 Jan Feb 11 Mar HX Mar Apr Ma X Jun 1 Jul May Jun j Jul AugriAugX] Se Sep Oct Oct X Nov Dec Venting Feb Apr Jun ]Jul Aug Sep Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1103 W. 8th Street, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 N' b. Frame - Wood, Adjacent R=13 0 464.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 6 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=38.0 2180.00 ft' 6. Conditioned floor area (ft') 2180 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U -Factor: Dbl, U=0.65 169.33 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage R ft' 6 225 SHGC: SHGC=0.35 b. Sup: Attic, Ret: Attic, AH: Garage 6 225 b. U -Factor: N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft' a. Central Unit 23.6 SEER:15.00 SHGC: b. Central Unit 23.6 SEER:15.00 d. U -Factor: N/A ft' 13. Heating systems kBtu/hr EfficiencySHGC a. Electric Heat Pump 17.1 HSPF:8.50 Area Weighted Average Overhang Depth: 1.333 ft. b. Electric Heat Pump 17.1 HSPF:8.50 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 2180.00 ft: a. Electric EF: 0.97 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: 1103 W, g :Ayeft- City/FL Zip: i . H Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/23/2015 1:41 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 ftwrightso• Manual S Compliance Report Job: Date: R0915357 09-16-15 Btuh Entering coil DB: 77.7°F UnitA By: JND 3029 Florida SPECS Indoor design DB: 75.0°F 815 French Ave. Sanford. FL 32774 Phone: 407-322-0216 Fax 407-328-8055 Project• • For: Duplex Unit A & B 1103 W. 8th Street, Sanford, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 17688 Btuh Entering coil DB: 77.7°F Outdoor design WB: 76.0°F Latent gain: 3029 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 20717 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman or Eqv. Actual airflow: 787 cfm Sensible capacity: 17700 Btuh Latent capacity: 5900 Btuh Total capacity: 23600 Btuh Model: SSZ140241A+ASPT30C14 100% of load 195% of load 114% of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 42.0°F Heat loss: 11439 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14 Actual airflow: 787 cfm Output capacity: 22000 Btuh 192% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Goodman Mfg. Model: SSZ140241A Actual airflow: 787 cfm Output capacity: 5.0 kW 149% of load Temp. rise: 20 OF The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 69.1°F Capacity balance: 26 OF Economic balance: -99 OF C wri htSoft' 201.5 -Sep -23 14.15.24 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 1 ACCK ..de%R0915357 - Affordable Duple)AR0915357-2.rup Calc = MJ8 House Front faces. N Manual S Compliance Report Job: R0915357 wrightsoft• Dat.: 09.16.15 Unit B By: JND Florida SPECS 815 French PWe. Sanford, FL 32774 Phone 407-322-0218 Fax 407-328-8055 Project Information For: Duplex Unit A & B 1103 W. 8th Street, Sanford, FL 32771 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 17677 Btuh Outdoor design WB: 76.0°F Latent gain: 3029 Btuh Indoor design DB: 75.0°F Total gain: 20706 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman or Eqv Actual airflow: 787 cfm Sensible capacity: 17700 Btuh Latent capacity: 5900 Btuh Total capacity: 23600 Btuh Design Conditions Outdoor design DB: 42.0°F Indoor design DB: 70.0°F Model: SSZ140241A+ASPT30C14A 100% of load 195% of load 114% of load SHR: 75% Heat loss: 11439 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14A Actual airflow: 787 cfm Output capacity: 22000 Btuh 192% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Goodman or Eqv. Model: SSZ140241A Actual airflow: 787 cfm Output capacity: 5.0 kW 149% of load Temp. rise: 20 OF The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 78.7°F Entering coil WB: 64.1°F Entering coil DB: 69.1°F Capacity balance: 26 OF Economic balance: -99 OF wri htsoft' 2015 -Sep -23 14:15 24 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 2 4CCt' ...iletR0915357 - Affordable Duple)AR0915357-2.rup Calc = MJ8 House Front faces N wrightsoft• Project Summary UnitA Florida SPECS 815 French Ave. Sanford, FL 32774 Phone 407-322-0216 Fax 407-328.8055 For: Duplex Unit A & B 1103 W. 8th Street, Sanford, FL 32771 Job: R0915357 Date: 09-16-15 By: JND Notes: Load Calculation was obtained from an electronic copy of drawing. Design Information Weather: Orlando, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M 0 Btuh Relative humidity 50 Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 8735 Btuh Structure 13003 Btuh Ducts 2704 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11439 Btuh Use manufacturer's data y Ratetswing multiplier 1.00 Infiltration Equipment sensible load 17688 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2090 Btuh Ducts 939 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft= 1093 1093 Equipment latent load 3029 Btuh Volume (ft') 8748 8748 Air changes/hour 0.32 0.16 Equipment total load 20717 Btuh Equiv. AVF (cfm) 47 23 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman or Eqv. Make Goodman or Eqv. Trade Split AC Trade Split AC Model SSZ140241A Cond SSZ140241A AHRI ref 5722672 Coil ASPT30C14 AHRI ref 5722672 Efficiency 8.5 HSPF Efficiency 11.5 EER, 15 SEER Heating input Sensible cooling 17700 Btuh Heating output 22200 Btuh @ 47°F Latent cooling 5900 Btuh Temperature rise 26 OF Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft• 9 Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -2314:15:24 Page 14CCk ...ile%R0915357 -Affordable Duple)AR0915357-2.rup Calc = MJ8 House Front laces N wrightsoft• Project Summary Unit B Florida SPECS 815 French /hie, Sanford, Fl- 32774 Phone- 407-322-0218 Fax 407-328-8055 For: Duplex Unit A & B 1103 W. 8th Street, Sanford, FL 32771 Job: R0915367 Date: 09-16-15 By: JND Notes: Load Calculation was obtained from an electronic copy of drawing. Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/Ib Heating Summary Structure 8735 Btuh Ducts 2704 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 11439 Btuh Infiltration 787 cfm Method Simplified Construction quality 0.069 Average Fireplaces 0.047 0 Heating Cooling Area (ft2) 1093 1093 Volume (ft') 8748 8748 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 47 23 Heating Equipment Summary Btuh @ 47°F Make Goodman or Eqv. 5900 Trade Split AC 26 Model SSZ140241A Total cooling AHRI ref 5722672 Btuh Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Sensible Cooling Equipment Load Sizing Structure 12139 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Blower 853 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17677 Btuh Latent Cooling Equipment Load Sizing Structure 2090 Btuh Ducts 939 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3029 Btuh Equipment total load 20706 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Goodman or Eqv. Trade Split AC Cond SSZ140241A Coil ASPT30C14A AHRI ref 5722672 8.5 HSPF Efficiency 10.7 EER, 15 SEER Sensible cooling 17700 Btuh 22000 Btuh @ 47°F Latent cooling 5900 Btuh 26 OF Total cooling 23600 Btuh 787 cfm Actual air flow 787 cfm 0.069 cfm/Btuh Air flow factor 0.047 cfm/Btuh 0.50 in H2O Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htsoft' 2015 -Sep -23 14:15:249Right -Suite® Universal 2015 15.0.19 RSU07440 Page 2 le%R0915357 - Affordable DupleAR0915357-2 rup Calc = MJ8 House Front faces N wrightsoft• Right -M Worksheet Unit A Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322.0216 Fax 407-328.8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name Unit A Bedroom3 2 Exposed wall 74.9 ft 16.6 It 3 Room height 8.0 ft d 8.0 ft heat/cod 4 Room dimensions 1.0 x 145.9 It 5 Room area 1093.4 ft' 145.9 ft' Ty Constriction U -value Or HTM Area (ftj Load Area 0112) Load number Btuh/ft'-'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 1qJ 13A-5ocs 0.125 n 3.50 2.50 128 91 320 229 29 29 103 73 4AS2ob 0.850n 18.20 15.53 16 0 299 256 0 0 0 0CD11N00.350 n 9.80 10.92 20 20 197 219 0 0 0 0 13A-5ocs 0.125 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0 650 a 0.00 0.00 0 0 0 0 0 0 0 0 13A-5ocs 0.125 s 3.50 2.50 195 183 640 457 0 0 0 0 4AS2ob 0.650 s 18.20 15.53 12 12 214 183 0 0 0 0 1qJ 13A-5ocs 0.125 w 350 250 277 220 771 551 104 92 323 231 G 4A5-2ob 0.650 w 1820 34.28 24 3 428 805 12 1 214 403 I 4A5-2ob 0.650 w 18.20 35.06 34 3 610 1175 0 0 0 0 fj 12B-0sw 0.097 2.72 1.78 96 76 206 135 0 0 0 0 1--D 11NO 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 144 144 367 214 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 1093 1093 980 1914 146 146 131 255 F 22A -cd 0.989 27.69 000 1093 75 2075 0 146 17 459 0 6 c) AED excursion 1041 228 Envelope loss/on 7303 7398 1229 1191 12 a) Infiltration 1431 460 318 102 b) Room ventilation 0 0 0 0 13 1ntemal gains. Occupants ® 230 4 920 1 230 Applrartces/other 4225 1 0 Subtotal (lines 6 to 13) 8735 13003 1547 1523 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8735 13003 1547 1523 15 Duct bads 31% WA 2A704 4685 31% 36%1 479 549 Total room load 11439 17688 1 1 2027 2071 Air required (dm) 787 787L 139 92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14. a15 24 ile%R0915357 - Affordable Ouplex%R0915357-2.rup Calc = MJ8 House Front faces: N 9 wrightsoR• Right -M Worksheet Job: R0915357 V n/t A Date: 09-16-15 Florida SPECS By: JND 815 French Pre. Sanford. FL 32774 Phone 407-322-0216 Fax 407-328.8055 1 Room name Bedro0m2 Bedrooms 2 Exposed wall 25.0 ft 123 It 3 Room height 8.0 It heat/cool 8.0 ft heaUcod 4 Room dimensions 1.0 x 150.4 ft 1.0 x 212.6 ft 5 Room area 150.4 ft' 212.6 ft' Ty Constriction U -value Or HTM Area (ftj Load Area (ft) Load number BtuWft'-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 1qJ 13A-5ocs 0.125 n 3.50 250 0 0 0 0 0 0 0 0 4AS2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5-2ob 0650 a 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 V,V 13A-5ocs 0.125 s 3.50 250 96 96 336 240 99 87 304 217 a 4A5-2ob 0.650 s 18.20 15.53 0 0 0 0 12 12 214 183 qJ 13A-5ocs 0.125 w 3.50 250 104 92 323 231 0 0 0 0 4AS2ob 0.650 w 18.20 34.28 12 1 214 403 0 0 0 0 4A5-2ob 0.650 w 18.20 35.06 0 0 0 0 0 0 0 0 IL 12B-Osw 0.097 272 1.78 0 0 0 0 0 0 0 0 0 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0 091 2.55 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 150 150 135 263 213 213 190 372 F 22Acri 0.989 27.69 0.00 150 25 692 0 213 12 342 0 6 c) AED excursion 225 11 Envelope loss/gain 1700 1363 1050 761 12 a) Infiltration 477 153 235 76 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 1 230 2 460 Appliances/other 0 0 Subtotal pines 6 to 13) 2177 1747 1285 1296 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2177 1747 1285 1296 151 Dud loads 1 31% 369/6 674 629 31% 369/6 398 467 Total room load 2851 2376 1 1683 1763 Air required (dm) 196 106 116 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft- 2015 -Sep -231415:24 Zr Right-Suile® Universal 2015 15.0.19 RSU07440 Page 2 de%RO915357 - Affordable DupleAR0915357-2.rup Calc = MJ8 House Front faces: N wrightsoft• Right -J® Worksheet Unit A Florida SPECS 815 French Ave, Sanford, FL 32774 Phone, 407-322-0216 Fax 407-328-8055 Job: R0915367 Date: 09-16-15 By: JND 1 Room name BathRM1 BathRM2 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cod 4 Room dimensions 5.0 x 8.7 ft 5.0 x 8.7 R 5 Room area 43.3 W 43.3 H' Ty construction U -value Or HTM Area Oil Load Area (ft) Load number BtuWftt•F) BtUVfty) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 yJ 13A-5ocs 0.125 n 3.50 2.50 0 0 0 0 0 0 0 0 4AS-2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 Y// 13A-5ocs 0.125 s 3.50 250 0 0 0 0 0 0 0 0 1_G 4A5-2ob 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 1q 13A-5ocs 0.125 w 3.50 250 0 0 0 0 0 0 0 0 GG 4AS2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0 I 4A5-2ob 0.650 w 18.20 35.06 0 0 0 0 0 0 0 0 q 12B-Osw 0.097 272 1.78 0 0 0 0 0 0 0 0 0 11N0 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 43 43 39 76 43 43 39 76 F 22A-cpl 0.989 27.69 0.00 43 0 0 0 43 0 0 0 6 c) AED excursion 1 1 Envelope losstgain 39 75 39 75 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Ihtemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 39 75 39 75 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbmon 0 0 0 0 14 Subtotal 39 75 39 75 15 Duct loads 31% 36oh 12 27 31%1 361/6 12 27 Taal room load 51 102 51 102 Air required (dm) 3 5 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wlrightSOfC' 201SSep 23 1 Right -Suite® Universal 2015 15.0.19 RSU07440 Pg Page 3 ile%R0915357 - Affordable DupleAR0915357-2.rup Calc = MJ8 House Front faces: N 9 wrightsoR• Right -M Worksheet Unit A Florida SPECS 815 French Ave. Sanford, FL 32774 Phone: 407.322-0216 Fax 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Roan name Kitchen Living 2 Exposed wall 0 ft 12.3 ft 3 Roan height 8.0 ft heal/cool 8.0 ft heat/cod 4 Roan dimensions 9.3 x 8.7 ft 17.3 x 13.0 ft 5 Roan area 80.9 ft' 225.3 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ftIl Load BluWft'-'F) Btuh/ftJ) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Groes N/P/S Heat Cod Gross N/P/S Heat Cod 6 13A-5ocs 0.125 n 3.50 2.50 0 0 0 0 99 62 217 155T4A5.2ob 0.650 n 18.20 15.53 0 0 0 0 16 0 299 256 11NO 0.350 n 9.80 10.92 0 0 0 0 20 20 197 219 11gq 13A-5ocs 0.125 a 0.00 0.00 0 0 0 0 0 0 0 0 11 I --G 4A5.2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 V,V 13A-5ocs 0.125 s 3.50 2.50 0 0 0 0 0 0 0 0 L -G 4A5.2ob 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 yJ 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 0 0 0 0 4A5.2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0BCCI4A5-2ob 0.650 w 18.20 35.06 0 0 0 0 0 0 0 0 q 12B-0sw 0.097 272 1.78 0 0 0 0 0 0 0 0 D 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 255 1.48 0 0 0 0 144 144 367 214 C 168-30ad 0.032 0.90 1.75 81 81 72 142 225 225 202 394 F 22Acpl 0.989 27.69 0.00 81 0 0 0 225 12 342 0 6 c) AED excursion 14 24 Envelope loss/gain 72 127 1624 1214 12 a) Infiltration 0 0 235 76 b) Roan ventilation 0 0 0 0 13 Inlemal gains: Occupants Q 230 0 0 0 0 Appiances/other 1500 1500 Subtotal (lines 6 to 13) 72 1627 1860 2790 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 72 1627 1860 2790 15 Duct loads 31% 36% 22 586 31%136% 1576 1005 Total room load 95 2214 1 1 2435 3795 Air required (dm) 7 98 168 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14:15.24 ile%RO915357 - Affordable DupleAR0915357.2.rup Calc = MJ8 House Front faces: N 9 wrightsoft• Right -J® Worksheet Unit A Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322-0216 Fax 407-328.8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name Dining 2 Exposed wall 8.7 ft 3 Room height 8.0 ft heal/cool 4 Room dimensions 1.0 x 191.6 ft 5 Roan area 1916 ft' Ty Construction U -value Or HTM Area (ftp Load Area Load number Btu1VfN-'F) Btutog or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 WJ 13A-5ocs 0.125 n 3.50 2.50 0 0 0 0 4A5-2ob 0.650 n 18.20 15.53 0 0 0 0 I-GD 11 N0 0.350 n 9.80 10.92 0 0 0 0 13A-50cs 0.125 a 0.00 0.00 0 0 0 0 11 4AS-2ob 0.650 a 0.00 O.OD 0 0 0 0 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 Vhf 13A-5ocs 0.125 s 3.50 2.50 0 0 0 0 Y -C 4AS-2ob 0.650 s 18.20 15.53 0 0 0 0 qJ 13A-5ocs 0.125 w 3.50 2.50 69 36 125 90 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 I_ G 4A5.2ob 0.650 w 18.20 35.06 34 3 610 1175 12B-Osw 0.097 2.72 1.78 96 76 206 135 11N0 0.350 n 9.80 10.92 20 20 197 219 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 c 1613-30ad 0.032 0.90 1.75 192 192 172 335 F 22A -cd 0.989 27.69 0.00 192 9 240 0 6 c) AED excursion 638 Envelope loss/gain 1550 2592 12 a) Infiltration 165 53 b) Room ventilation 0 0 13 Internal gains, Occupants ® 230 0 0 Appliances/other 1225 Subtotal (lines 6 to 13) 1715 3870 Less external bad 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1715 3870 15 Duct loads 31% 36% 531 1394 Taal room load 2246 5264 Air required (cfm) 155 234 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrlght50/=t' 2015 -Sep -23 14:15:24 e Righl-Suite® Universal 2015 15.0.19 RSU07440 Pape 5 Ile%R0915357 - Affordable DupleAR0915357-2.rup Calc = MJ8 House Front laces: N wrightsoft' Right -J® Worksheet Unit B Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322-0216 Fax 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name Unit B B Bedroom3 2 Exposed wall 74.9 ft 16.6 ft 3 Room height 8.0 H d 8.0 ft heal/cod 4 Room dimensions 1.0 x 145.9 ft 5 Room area 1093.4 ft' 145.9 H' Ty Constriction U -value Or HTM Area (til) Load Area (ft2) Load number Btuh/ft'-'F) Bttnftl) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 13A-5ocs 0.125 n 3.50 250 128 91 320 229 29 29 103 73 4A5-2ob 0.650 n 18.20 15 53 16 0 299 256 0 0 0 0 11NO 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 13A-5ocs 0.125 a 3.50 250 277 220 771 551 104 92 323 231 11 4A5-2ob 0.650 a 18.20 34.28 24 3 428 805 12 1 214 403 4A5-2ob 0.650 a 18.20 35.06 34 3 610 1175 0 0 0 0 LZ 13A-5ocs 0.125 a 3.50 250 195 183 640 457 0 0 0 0 4A5.2ob 0.650 s 18.20 15.53 12 12 214 183 0 0 0 0 Vj 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 I-( C 4A5.2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 q 12B-Osw 0.097 2.72 1.78 96 76 206 135 0 0 0 0 L--0 11 NO 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 P 12C-Osw 0.091 2 55 1.48 144 144 367 214 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 1093 1093 980 1914 146 146 131 255 F 22A -AA 0 989 27.69 0.00 1093 75 2075 0 146 17 459 0 6 c) AED excursion 177 55 Envelopeloss/on 7303 6534 1229 1017 12 a) InfiRration 1431 460 318 102 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 4 920 1 230 Appliances//other 4225 0 Subtotal pines 6 to 13) 8735 12139 1547 1350 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8735 12139 1547 1350 15 Duct loads 31% 39% 2704 4685 31"h 39°h 479 521 Total roam load 11439 16824 2027 1870 Air required (dm) 787 787 139 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14:15:24 ile%R0915357 - Affordable DupleAR0915357-2.rup Calc = MJ8 House Front faces: N Page 6 wrightsoft• Right -M Worksheet Unit B Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322-0216 Fax 407-328.8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name B Bedroom2 B Bedrooml 2 Exposed wall 25.0 ft 12.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 10 x 150.4 R 1.0 x 212.6 ft 5 Room area 150.4 ft' 212.6 ft' Ty Constriction U -value Or HTM Area (ftl Load Area (ftl Load number Btutdftk'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 1qJ 13A-5ocs 0.125 n 3.50 250 0 0 0 0 0 0 0 0 4A5-2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 I-CD 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 qJ 13A-5ocs 0.125 a 350 2.50 104 92 323 231 0 0 0 0 11 G 4AS-2ob 0.650 a 18.20 34.28 12 1 214 403 0 0 0 0 Imo; 4A5-2ob 0.650 a 18.20 35.06 0 0 0 0 0 0 0 0 V,V 13A-5ots 0.125 s 3.50 250 96 96 336 240 99 87 304 217 G 4AS-lob 0.650 s 18.20 15.53 0 0 0 0 12 12 214 183 tqJ 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0 650 w 0.00 0.00 0 0 0 0 0 0 0 0 q 12B-Osw 0.097 272 1.78 0 0 0 0 0 0 0 0 D 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 255 1.48 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.90 1.75 150 150 135 263 213 213 190 372 F 22Acpl 0.989 27.69 0.00 150 25 692 0 213 12 342 0 6 c) AED excursion 50 28 Envelope loss/gain 1700 1187 1050 743 12 a) Infiltration 477 153 235 76 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants ® 230 1 230 2 460 Appliances/other 0 0 Subtotal pines 6 to 13) 2177 1570 1285 1279 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redislnbution 0 0 0 0 14 Subtotal 2177 1570 1285 1279 15 Duct loads 31% 39% 674 606 31%1 390/6 398 494 Total room load 2851 2176 1683 1773 Air required (dm) 1 1196 102 116 83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft- 2015 -Sep -2314.15.24 A& Right -Suite® Universal 2015 15.0.19 RSU07440 Page 7 itetRO915357 - Affordable DupleAR0915357.2.rup Calc = MJ8 House Front faces: N wrightsoft• Right -J® Worksheet Unit B Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322-0216 Fax 407-328.8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name B BathRM1 B BathRM2 2 Exposed wall 0 R 0 ft 3 Roan height 8.0 H heat/cool 8.0 ft heet/cod 4 Roan dimensions 50 x 8.7 fl 5.0 x 8.7 R 5 Rom area 43.3 R' 43.3 ft' Ty Construction U -value Or HTM Area (ft') Load Area (R') Load number BtuWft'-'F) Btuh/ftl or perimeter (R) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cool 6 wJ 13A-5ocs 0.125 n 3.50 250 0 0 0 0 0 0 0 0 4AS-2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 II ----- GD 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.50 0 0 0 0 0 0 0 0 11 4A5 -20b 0.650 a 18.20 34.28 0 0 0 0 0 0 0 0 4A5.2ob 0.650 a 18.20 35.06 0 0 0 0 0 0 0 0 Y-6 13A-5ocs 0.125 s 3.50 2.50 0 0 0 0 0 0 0 0 4A5.20b 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0 650 w 000 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0650 w 0.00 0.00 0 0 0 0 0 0 0 0 q 12B-Osw 0.097 2.72 1.78 0 0 0 0 0 0 0 0 0 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.90 1.75 43 43 39 76 43 43 39 76 F 22A -cd 0.989 27.69 0.00 43 0 0 0 43 0 0 0 6 c) AED excursion 2 2 Envelope loss/gain 39 74 39 74 12 a) IrdiRration 0 0 0 0 b) Rom ventilation 0 0 0 0 13 1ntemal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 39 74 39 74 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39 74 39 74 15 Duct loads 1 31% 39% 12 29 31% 39% 12 29 Taal room load 51 103 51 103 Air required (cfm) 3 5 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsci t- 2015 -Sep -2314:15:24 Right-Surte® Universal 2015 15.0.19 RSU07440 Page 8 ile%RO915357 - Affordable Ouplex%R0915357-2.rup Calc = MJ8 House Front faces: N wrightsoft' Right -M Worksheet Unit B Florida SPECS 815 French Ave. Sanford. FL 32774 Phone, 407-322-0216 Fax 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name B Kitchen B Living 2 Exposed wall 0 H 12.3 ft 3 Room height 8.0 ft heaUcool 8.0 ft heal/cod 4 Room dimensions 9.3 x 8.7 ft 17.3 x 13.0 ft 5 Room area 80.9 fts 225.3 ft' Ty Constriction U -value Or HTM Area (ft') Load Area (ft') Load number StutVft'-'F) BtuWft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 HJ 13A-5ots 0.125 n 3.50 2.50 0 0 0 0 99 62 217 155 4AS2ob 0.650 n 18.20 15.53 0 0 0 0 16 0 299 256 L-GD 11NO 0.350 n 9.80 10.92 0 0 0 0 20 20 197 219 13A-5ocs 0.125 a 3.50 2.50 0 0 0 0 0 0 0 0 11 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 0 0 0 0 4A5.2ob 0.650 a 18.20 35.06 0 0 0 0 0 0 0 0 vN 13A-5ocs 0.125 s 3.50 2.50 0 0 0 0 0 0 0 0 6 4A5-2ob 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 1qJ 13A-50cs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4AS-2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 L G 4A5.2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12B-0sw 0.097 2.72 1.78 0 0 0 0 0 0 0 0 D 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 144 144 367 214 C 1613-30ad 0.032 0.90 1.75 81 81 72 142 225 225 202 394 F 22Atd 0.989 27.69 0.00 81 0 0 0 225 12 342 0 6 c) AED excursion 36 61 Envelope loss/gain 72 106 1624 1177 12 a) Infiltration 0 0 235 76 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants ® 230 0 0 0 0 Appliances/other 1500 1500 Subtotal pines 6 to 13) 72 1606 1860 2753 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 72 1606 1860 2753 15 Duct loads 131% 39% 22 620 31%139'/0 1 576 1062 Total room load I 1 95 2226 1 2435 3815 Air required (clm) I 7 104 168 178 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14.15:24 CC`da Page 9 ile\R0915357 - Affordable DupleAR0915357-2.rup Calc = MJ8 House Front faces: N wrightsoft• Right -M Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fez 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name B Dining 2 Exposed wall 8.7 ft 3 Room height 8.0 H heat/cod 4 Room dimensions 1.0 x 191.6 ft 5 mRooarea 191.6 W Ty Constriction U -value Or HTM Area (ftj Load Area Load number BtutVfN-'F) Btuh/ftl or perimeter (ft) Btuh) or perimeter Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 wJ 13A -Sots 0.125 n 3.50 2.50 0 0 0 0 4A5.2ob 0.650 n 18.20 15.53 0 0 0 0 11 N0 0.350 n 9.80 10.92 0 0 0 0 13A-5ocs 0.125 a 3.50 2.50 69 36 125 90 11 4AS-2ob 0.650 a 18.20 34.28 0 0 0 0 4AS-2ob 0.650 a 18.20 35.06 34 3 610 1175 V,V 13A -Sots 0.125 s 3.50 2.50 0 0 0 0 t -C 4AS2ob 0.650 s 18.20 15.53 0 0 0 0 tq 13A-50cs 0.125 w 0.00 0.00 0 0 0 0 G 4AS-2ob 0.650 w 0.00 0.00 0 0 0 0 4A5-2ob 0.650 w 0.00 0.00 0 0 0 0 q 12B-Osw 0.097 272 1.78 96 76 206 135 0 11N0 0.350 n 9.80 10.92 20 20 197 219 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 C 1613-30ad 0.032 0.90 1.75 192 192 172 335 F 22Atd 0.989 27.69 0.00 192 9 240 0 6 c) AED excursion 201 Envelope loss/gain 1550 2155 12 a) Infiltration 165 53 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 1225 Subtotal pines 6 to 13) 1715 3433 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1715 3433 15 Duct bads 31% 39% 531 1325 Total room load 2246 4758 Air required (cfm) 155 223 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2015 -Sep -2314:15:24 A Right -Suite® Universal 2015 15.0.19 RSU07440 Page 10 rle\R0915357 - Affordable DuplerAR0915357-2.rup Calc = MJ8 House Front faces, N HVAC Layout Job #: R0915357 Performed by JND for: Duplex Und A & B 1103 W. 81h Street Sanford, FL 32771 Florida SPECS 815 French Ave Sanford, FL 32774 Phone: 407-322-0216 Fax- 407-328-8055 Scale: 1 : 98 Page 1 RightSuitel) Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14 15.28 Affordable Duplex\R0915357-2.rup wrightsoft• Duct System Summary UnitA Florida SPECS 815 French Pre. Sanford. Fl- 32774 Phone: 407-322-0216 Fax 407-328-8055 For: Duplex Unit A & B 1103 W. 8th Street, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0 in H2O 0.50 in H2O 0.411 / 0.089 in H2O 0.265 in/100ft 787 cfm 189 ft Job: R0915357 Date: 09-16-15 By: JND Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.411 / 0.089 in H2O 0.265 in/100ft 787 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BathRM1 c 102 3 5 0.265 4.0 Oxo VIFx 35.0 120.0 st3 BalhRM2 c 102 3 5 0.265 4.0 Ox 0 VIFx 35.0 120.0 stl Bedrooms h 1683 116 78 0.265 6.0 Ox 0 VIFx 35.0 120.0 st3 Bedroom2 h 2851 196 106 0.265 8.0 Ox 0 VIFx 35.0 120.0 st3 Bedroom3 h 2027 139 92 0.265 7.0 Ox 0 VIFx 35.0 120.0 st3 Dining -A c 5264 155 234 0.265 8.0 Ox 0 VIFx 35.0 120.0 stl Vitchen c 2214 7 98 0.265 6.0 Ox 0 VIFx 35.0 120.0 stl Living c 3795 168 169 0.265 7.0 Oxo VIFx 35.0 120.0 stl Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 455 281 0.265 834 10.0 0 x 0 VinlFlx stl stl Peak AVF 787 787 0.265 736 14.0 0 x 0 VinlFlx Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb5 Ox 0 787 787 33.7 0.265 736 14.0 Ox 0 VIFx Bold/lralic values be" been manually overridden c wri ht soft• 2015 -Sep -23 14:15 26 I- 9 Righl-Suite® Universal 2015 15.0.19 RSU07440 Page 1 ACCK ...ile1R0915357 - Affordable Duplex\R0915357-2.rup Calc a MJ8 House Front faces, N Duct System Summary Job: R0915357 wrightsoft• Date: 09-16-15 Unit B By: JND Florida SPECS 815 French Ave. Sanford, Fl. 32774 Phone: 407-322-0218 Fax 407-328.8055 For: Duplex Unit A & B 1103 W. 8th Street, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.12 in H2O 0.38 in H2O 0.252 / 0.128 in H2O 0.193 in/100ft 787 cfm Cooling 0.50 in H2O 0.12 in H2O 0.38 in H2O 0.252 / 0.128 in H2O 0.193 in/100ft 787 cfm 196 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk B BathRMI c 103 3 5 0.198 4.0 Ox 0 VIFx 32.2 95.0 st4 B SathRM2 c 103 3 5 0.283 4.0 Ox 0 VIFx 14.0 75.0 st2 B Bedrooml h 1683 116 83 0.199 7.0 Ox 0 VIFx 32.1 95.0 st4 B Bedroom2 h 2851 196 102 0.193 8.0 Ox 0 VIFx 35.5 95.0 st4 B Bedroom3 h 2027 139 87 0.202 7.0 Ox 0 VIFx 29.9 95.0 st4 B Dining -A c 4758 155 223 0.290 8.0 Ox 0 VIFx 11.9 75.0 st2 B Kitchen c 2226 7 104 0.283 6.0 Ox 0 VIFx 14.3 75.0 st2 B living c 3815 168 178 0.270 7.0 Ox 0 VIFx 18.4 75.0 st2 Supply Trunk Detail Table IReturn Branch Detail Table Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 455 277 0.193 579 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 787 787 0.193 736 14.0 0 x 0 VinlFlx IReturn Branch Detail Table Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 787 787 66.0 0.193 736 14.0 Ox 0 VIFx Bold/italic values have been manually overridden C wri9 htsoft' 2015 -Sep -23 14,15:26 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 2 ACCA ..ile\R0915357 - Affordable Duplex%R0915357-2.rup Calc = M.18 House Front faces: N FF N M 01ti D Ir N fff fff ffff fff fff PRO -BUILD Yrs. fir. S _ ••.w1 ---w r.. 1 f EI rrY wf.r1 M.1.f.[4w Y.f f.IH4i q[ a.rfs.fwrf fw y.T r}.Ys= rlr pr.rrY. Y•.fr7..fr Onre.ewr rq.ir.sw_urK T[Ma 111) at Hm MI Y C f ret l0r. Twf. ;• sir a1DFf taf rA f r...py. C.wAfCWa Vim.: T 11f fa b. Ynitl onb fr.r.yf f l7 o #OC l.r. d IIwV 6fv1bsr. If.dY llrWls. I t 0 u n.TIM l ffrrMr r.rf.rf. 11m r WIN RIM milli P1 III Will Will I Will] 111M A 11 PRO -BUILD Yrs. fir. S _ ••.w1 ---w r.. 1 f EI rrY wf.r1 M.1.f.[4w Y.f f.IH4i q[ a.rfs.fwrf fw y.T r}.Ys= rlr pr.rrY. Y•.fr7..fr Q fO efti Qefq Oe.w Oeaw Osow Oef O of -p --' .er -r rY o qs afr00 Sllli Gf ffuw,[f xr Iwe wffn fes rrWwfrlrat e oro a 0 r ro.frr Truss Technician II trfL Onre.ewr rq.ir.sw_urK T[Ma 111) MTr[r Ylrf® at Hm MI Y C f ret l0r. Twf. ;• sir a1DFf taf rA f r...py. C.wAfCWa Vim.: T 11f fa b. Ynitl onb fr.r.yf f l7 o #OC l.r. d IIwV 6fv1bsr. If.dY llrWls. I t 0 u n.TIM l ffrrMr r.rf.rf. Q fO efti Qefq Oe.w Oeaw Osow Oef O of -p --' .er -r rY o qs afr00 Sllli Gf ffuw,[f xr Iwe wffn fes rrWwfrlrat e oro a 0 r ro.frr Truss Technician II trfL RECORD COPY Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 83553616 - Site Information: Customer Info: RLH CONSULTING & MANAGEMENT, I Lot/Block: 1103 Subdivision: Address: 11103 W Rth ST. City: SANFORD State: FL MiTek USA, Inc. 6904 Parke Ea6st Blvd. Project Name: 1103 W 8th ST 0SM.411130-3 DUPLEX W 8TH ST Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 20 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 shee ,utLDIA16conformsto61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. ISeal# ITruss Name I Date INo. Seal# Truss Name I Date 1 IT7840820 JA 1/5/016 118 IT7840837 IE6S 1/5/016 12 I T7840821 I Al 11/5/016 119 I T7840838 I NX 11/5/016 1 13 I T7840822 1 A2 11/5/016 120 I T7840839 I R6 11/5/016 1 14 I T7840823 1 AX 11/5/016 1 15 I T7840824 1136 11/5/016 I 16 I T7840825 168 11/5/016 1 17 I T7840826 I B10 11/5/016 I 18 I T7840827 I B12 11/5/016 I 19 I T7840828 I B 14 11/5/016 1 110 I T7840829 I B 16 11/5/016 I 11 I T7840830 I B 18 1115/016 I 112 I T7840831 I B20 11/5/016 1 113 I T7840832 I B22 11/5/016 114 I T7840833 I B24 11/5/016 I 115 I T7840834 I C2 11/5/016 1 116 I T7840835 I C4 11151016 I 117 I T7840836 I E6 11/5/016 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild East (Lady Lake, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. USANFORD 15-2632 1111IIeofti N% p. 01J I N FC,iOGENS 68182 v: :cc= Ot. STATE OF :BUJ IV Sis,O N Joaquin Velez PE No.66182 Mlrek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 Velez, Joaquin I of I Job Truss Type MONORTCH On; Pym --- I e 1 776+0820 10 LOWYMouvCKPeLJ9glFVdOZyxtPo-Bbcly?by0D4e9cJwrPVLTYHBdwhyNwbUb3U4OHzyTC 5-40 12.3-0 + 17.9-14 2540 , 5-40 8.11.0 5.8.14 7.2.2 30 $cele = 143 2 3 Go 12 5 30 = 15 5x6 = i 3 3x6 = , - 2 - 9 s-. d 3x4ie 10 3x8 1.5x6 STP = = 1.5x6 STP = 3x4 = 2x4 I 5x0 6x8 = S40 44-0 0.11.0 -- -- _ S$14 -- _ _ 7-2.2 -- _ - - 0- _ -- Plate Offsets (X.Y). 13 D-3-0.0.3-01.16:438.43-01 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 I Vert(LL) -0.08 6.7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -021 6-7 >999 240 BCLL 00 ' Rep Stress Ina YES WB 0.70 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 i (Matnx-M) I Wind(LL) 004 7-8 >999 240 Weight: 128 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.2-5 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Inslallapon ide ---_ REACTIONS. (Ib/size) 6=722/0-",10=126610-8-0 Max Horz 10=173(LC 10) Max Uplif16=-83(LC 10), 10=-218(LC 10) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-764/596, 2-14=-756/602,2-3=-1025/113, 3.4=-820/197 BOT CHORD 1.16=-537!783, 1416=-537/783, 9.10=-537/406, 8-9=537/406, 7-8=-338/948, 6.7=-3471760 WEBS 2-10=-10941711, 2-8=-750/1507.4-7=0/357,4-6-881/396 NOTES - 1) Wind ASCE 7-10: Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=5.Opsf: BCDL=5 Opsf, h=15ft: B=59ft; L=49ft; eave=oft; Cat II, Exp B; Encl . GCpi=O 18; MWFRS (directional) and C -C Corrl 0-0-0 to 4-10.6. Exterior(2) 4-1D-6 to 19-11-14. Comer(3) 19-11-14 to 24-10.4 zone; cantilever left exposed ;C -C for members and forces d MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6 except (jt=lb) 10=218. 5) "Semi-ngid ptichbreaks including heels" Member end fixity model was used in the analysis and design of this truss. IIIIIIII/IIPQ1JINvi6-, O-\GENSF,'.- No 68182 10 ; : E OF ..: BONA%-E ,``. n/ll l 111t" 1, Joaquin Velez PE No.66182 MiTek USA, Inc. R Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: January 5,2016 WARNING - Vedry deslgo pnanrefers end READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE W7473 mv. 1093!2016 BEFORE USE. MFvoidforuseonlywith14100connectors. This design is based only upon parameters shown, and a for on individual building component, not a truss system. Before use. the building designer must verily the oppicobiity of design parameters and properly incorporate this design into the overallbuildingdesign. Bracing indicated is to prevent bucking of individual tons web and/or chord members only. Additional lempoic ry and permanent bracing WOWalwaysrequiredIpstabilityandtopreventcollapsewithpossiblepersonalinturyandpropertydamage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfFPII Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexondno. VA 2M14. Tampa, FL 33610 f r 1 Job---- - - - Truss Truss Type --- - - Ot Ply T ---- - -- ne4oexl 93553619IMonoptrh I2 I 1 I I Job Reference (optional) Pmaulld East, Lady Lake, Florida 7 640 s Sep 29 2015 MiTek industries, Inc Tue Jan 05 09.09 35 2016 Pepe 1 ID: LOWYMouvCKPeLJ9glFVdOZyxtPo-Bbcly?byOD4e?cJwrPVLTYHDgwg_NzDUb3U4OHzyTCI l 5.4-0 I 11.01 17.9.13 i 2540 l 54.0 58.1 49.12 7.2.3 34 4Cale = 1.43 7 3 00 12 5 3x4 7 5xB N 3 30 = f 162 I r 3x8-' i 10 9 B 7 6 3x4 = 1 5x8 STP = 4x8 = 3x9 3x4 = 1 US STP = 20 I' 9x8 = 2540 -1 7-2.3_ 44 - Plate Offsets (X.Y)- 11:0 -0-4.1-7-13).11:0.4-0.0.0.01.13:0.3-0.0-3-01.16.0.3-8.0-301 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.07 6.7 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.56 Ven(TL) -0.18 6-7 >999 240 BCLL 0.0 ' Rep Stress Ina YES l WB 0.47 l Horz(TL) 003 6 n/a n/a BCDL 100 I Code FBC2014/TPI2007 i (Matrix_M) Wind(LL) 0.04 7-9 >999 240 y _ Weight: 129 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5.2-5 oc purlins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 4-6 Left, 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6-761/0.3-8, 1=174/0-8-0, 10=1053/0-8-0 Max Horz 1=173(LC 10) Max Upllft6=-95(LC 10), 10=-112(LC 10) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1169/302, 3-4=905/269 BOT CHORD 8-9=532/1101, 7-8=532/1101, 6.7=-422/835 WEBS 2-10=-919/471, 2-9=394/1235.3-7=-2891119,4-7=01392.4-6=-971/485 NOTES - 1) Wind. ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=5.Opsf, BCDL=S.Opsf; h=15ft; 8=59ft: L=49ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4.1066, Extenor(2) 4-10-610 19-11-14, Comer(3) 19-11-14 to 24-10-4 zone,C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6 except (jt=lb) 10=112. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. t,1111111/ j I N VF,e#i i No 68182 cc D:r E OF D N A%, %• Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - V*rlry daslpn pef hr. arrd READ NOTES ON THIS AND INCLUDED IINTEK REFERANCE PAGE M11.7473 rev. 1093,7015 BEFORE USE. Design void for use only with Mlek® connector this design is based only upon parameters shown, and is for on individual building component, not atruss system. Before use. the budding designer must verity the applicability of design parameter and properly incorporate this design into the overallbuildingdesignBracingindicatedistopreventbuckingofindividualtrussweband/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the labricohon. storage. delivery, erection and bracing of tenses and truss systems. see ANSI/TPII OuaOty Cdtedo. DSO -89 and BCSI BuOding Component 6904 Parke East Blvd Solely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job --- - Truss-TTrussType -- Oly 1Ply -- -- 3553616 A2 I MONOPITCH 124 1 nl14oe22 Job Reference (optional) PxoBuild Fast, Lady Lake, Flonds 7.640 s Sep 29 2015 MITek Industries, Inc. Tue Jen 05 09.06.36 2010 Page 1 ID LOVWMouvCKPeLJ9glFVdOZyxtPo4nA7ALcanXDVdmu6P7laOlgPdKz_6N2dgjEewkzyTCI F---- -- -70`'8------+--12:3-10----F---- --- 14S_15---------- --250:0-- -- i7-0B 5.3-2 7.2.5 541 2x4 *,tale = 1'43 7 300712- 30 00,r3x4 - 4 16 i 5x8 = - 3 2x4 2 ! / N 9 3x8 a 7 0 [_ r ' I 3x4 = 3x6 = 3x4 = 3x8 _ 1 Sxa STP = 6xe = L. Z.- 25-0-0 2 4 _64_O __ Plate Offsets (X.Y)- 11:0 -0-4.1-7-131,11:0-3-0.0-0-01,13:0-3-0.0-3-01,16:0-3-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud j PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.50 I Vert(LL) -0.14 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.76 I Vert(TL) -0.39 7-9 >762 240 BCLL 00 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix -M) ( Wind(LL) 0.11 7-9 >999 240 I Weight: 124 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3.14 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 5.4.5 oc bracing. WEDGE WEBS 1 Row at midpt 4-6 Left: 20 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer - Installation guide_ REACTIONS. (Ib/size) 6=952/0.3-8, 1=1036/041-0 Max Horz 1=173(LC 10) Max Uphtt6=-116(LC 10). 1=-78(LC 10) FORCES. (Ib) -Max, Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15--2485/941, 2-15=-2440/947, 2.3=-2217/772, 3-0-1179/372 BOT CHORD 1-9=1203/2367, 8-9=-899/1865, 7-8=899/1865, 6.7=444/851 WEBS 2-9=287/282, 3-9=-106/469,3-7=-894/460.4-7=-i58/675,4-6=-1144/596 NOTES - 1) Wind ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=S.Opsf, h=15ft, B=591t; L=49111; eave=4lt; Cat 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4.10.6. Extenor(2) 4-10.6 to 19.11-14, Comer(3) 19-11-14 to 24.10-4 zone; cantilever lett exposed ,C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 1 except 01=11b) 6=116. 5) "Semi-rigid pnchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 111111111/, Olt: V p, 4, i i No 68182 0: E OF OR`VPG, N AV- I 1 I n 1 111, Joaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 4A WARNING - U4rr1y design P...0s. and READ NOTES ON THIS AND INCLUDED 119TEK REFERANCE PAGE MI -7473 rov. IM12015 BEFORE USE. Design vokl for use only with MI 00 connectors. This design is based only upon parameters shown, and'6 lox on indiAducl budding component, not o truss system. Before use. the buikfing designer must verity the applicability of design parameters and properly incorporate this design into the overol building design. Bracing inclicoted is to prevent bucking of individual truss web and/or chord members only. Additional tempororyand perrroonenl bating MiTek' is always required for slobiity and to prevent collapse win possible personal injury and property domoge. Fix general guidance regarding the labncotiors. storage. delivery, erection and bracing of trusses and Inns systems. see ANSI/TPII Ouoey Criteria. DSB-89 and SCSI eu0ding Cornponerd 6904 Parke East Blvd Safely Information available tram Truss Plate Instilute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 I—Job Truss Truss Type 10ty P T7e40823 0.7553616 AX GABLE NA tb ID LOWYMouvCKPeLJ9glFVdOZyxtPo-7zkVNhcCXrLLEwTlzgYpYzNaYkOorym2NzBSA 2500 25-x0 21 1.5X8 STP = 3x4 = 3X8 1 33 32 31 30 29 28 27 20 25 24 23 22 21 20 19 18 17 5x8 = r 1.00 25.0.0 Plate Offsets (X.Y) - 11:0.4-0.0.0.01.11:0-0-4.1-7-131. 16 0-3-0.0-3-61. 1270-2-8.0.0.41 LOADING (pst) SPACING- 2-0.0 CSI. I DEFL. in loc) Vdefl Ud I PLATES GRIP 1 TCLL 20.0 Plate Grip DOL 1.25 I TC 0.49 Verl(LL) 004 1-33 9% 360 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 034 Vert(TL) 0.12 1-33 652 240 BCLL 00 ' Rep Stress Incr YES WB 0.14 I Horz(TL) 000 18 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Wind(LL) 0.02 1-33 999 240_ 1 Weight: 161 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No 3 WEDGE Left: 2x4 SP No.3 REACTIONS. All bearings 24-4-0. Ib) - Max Horz 1=174(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 28, 29, 30, 31, 33.17 except 32=-265(LC 1) Max Grav All reactions 250 Ib or less at joints) 18, 1, 1, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29, 30, 31, 32, 17 except 33=666(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-34=-342/97.2-34-328/116.3-4=-258/81 WEBS 2-33=-471/477 Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verlicals. Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vuk=140mph (3 -second gust) Vasd=108mph, TCDL=5 Opsf; BCDL=5.Opsf; h=15ft; 8=59ft; L=4911; eave=2ft; Cat. II; Exp B; Encl., GCpi=0 18, MWFRS (directional) and C -C Comer(3) 0-0.0 to 4-10-6. Extenor(2) 4-10-6 to 19.8-8, Comer(3) 19.8-8 to 24-10-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) 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. 3) All plates are 20 MT20 unless otherwise indicated 4) Gable studs spaced at 1-4-0 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 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 Ib uplift at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 28, 29, 30, 31, 33, 17 except Qt=1b) 32=265 8) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. A WARNING - Wrf Y design Penrrreters end READ NOTES ON TRIS AND INCLUDED WrEK REFERANCE PAGE Mµ747.1 rev. 10034015 BEFORE USE. Design valid for use only with 1,4100 connectors. This design is based only upon parameters shown, and is for on indrvtdual building component. not o tons system. before use, the bolding designer must verity the applicability of design parameters and property incorporate this design into the overall building design. bracing indicated is to prevent bucking of individual tons web and/or chord members anti, Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property domoge. For general guidance regarding the fabrication, storage. delvery. erection and bracing of trusses and truss systems. see ANSI/T%1 Quality Criteria, DSO -89 and IICS1 building Component Salety Infoimallon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. 1111111111II PQUINVjF' i No 68182 9• • irZ E OF :44/ OR% OpG\`. ON A1- Ec.•%• 111111111111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job ssTru - - Truss Type --- - Qty-- 77IPly 1TT - ------ I - - - 77840524 83553816 BB HALF HIP GIRDER 2 1 Job Reference (ootionall ProBuild East, Lady Lake, Flonda 7 640 s Sep 29 2015 MITek Industries, Inc. Tue Jan 05 09.06.43 2016 Page t ID LOVWMouvCKPeLJ9glFVdOZyxtPo y75mekhz7h5VzrxSJ5fDoEdX89ljFU9fRIOVggzyTC i 6.40 9.9-0 i 13.6.0 1730i 21-40 2540 6.40 3.9-0 3-9.0 3.9-0 3.9.0 4.40 Scale = 1 44 4 NAILED Special NAILED NAILED NAILED NAILED NAILED 300 12 5x12 = _ NAILED 3x4 NAILED 2x4 it NAILED 5x8 _ NAILED 2x4 ': SxB = 2 18 3 20 21 4 22 23 24 5 25 28 8 27 28 7 10 29 14 30 31 " 32 33 'a 34 axe = 3xe II 20 NAILED 3x8 = NAILED Sire = NAILED 2x4 :I Special NAILED NAILED NAILED 35 v 36 37 e NAILED5x12 = 1.5xe STP= NAILED 3x8 I• NAILED NAILED 1.40 540 3.9.0 _ 3.9.0 Plate Offsets _(X.Y)-11:0 04.1-7-131. It:D-2-O.Edael, 12:0-6-0.42-01. 15 0-4-0.0-3.01.190-6-0.0.3A1. Ali -0 ' _ 3.9.0 __ 4-0.0 44.0 111:0.4-0.0.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.80 Vert(LL) -0.33 11-12 >899 360 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.83 11-12 >360 240 BCLL 0.0 ' Rep Stress Ina NO j WB 086 Horz(TL) 0.12 8 n/a n/a BCDL _ 10.0 y Code FBC2014frP12007 Matnx-M) i Wtnd(LL) 022 11 >999 240 Weight: 115 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc puffins, except BOT CHORD 2x4 SP No 2 'Except' end verticals. 1-11: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with StabilizerLeft20SPNo3 Installation guide. REACTIONS. (Ib/size) 8=944/43-8, 1=1347/0-8-0 Max Horz 1=42(LC 25) Max Uplift 8=-82(LC 8), 1-100(LC 8) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-3469/250, 2-19=-4634/348, 319=-4634/348, 3.20=-4494/354, 2421-4494/354, 4 -21= -4494/354,4 -22=-4494/354,22-23=-4494/354,2324=-4494/354,5-24=-4494/354, 5-25=-2139/183,25-26=-2139/183, 6-26=2139/183.6-27=-2139/183,27-28=-2139/183, 7-28=-2139/183, 7.8=-912/90 BOT CHORD 1-13=-250/3320, 13-29--244/3323, 12-29-244/3323, 12-30=-348/4634, 30-31=-348/4634, 11-31=-348/4634. 11.32=298/3600, 32-33-298/3600,110-33-29813600. 10.34=-298/3600, 34-35-29813600,9-35-29813600 WEBS 2-12=-112/1481, 3-12=-342/108, 5-11-74/967,5-9-1581/125.7-9=-19212250 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=5 Opsf; BCDL=5 Opsf, h=15ft; 8=59h; L=49ft: eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional); cantilever left exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) The solid section of the plate is required to be placed over the splice line at joint(s) 11 5) Plate(s) at joints) 11 checked for a plus or minus 3 degree rotation about its center. 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 Ib uplift at joint(s) 8 except Qt=1b) 1=100. 9) "Semi-rigid pitchbreeks including heels" Member end fixity model was used in the analysis and design of this truss. 10) "NAILED" indicates 3.104 (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MITek's ST -TOENAIL Detail. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 Ib down and 122 lb up at 6-D-0 on top chord, and 86 Ib down at 6.0.0 on bottom chord The design/selection o1 such connection device(s) is the responsibility of others 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 111111111111PQUINVEi O-'GENSF. i No 68182 E OF 01 SON A1. E.• 11111111111111` Joaquin Velez PE No.68182 MITek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED WEEN REFERANCE PAGE W7473 rev. 1Or03,7015 BEFORE USE. ' Design vakl for use only with Mlisk0 connectors. This design is based only upon parameters shown. and a for an individual building component, not a truss system Before use. the bwkLng 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 WOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSON) Oua91y Criteria. DW89 and &CSI Building Component 6904 Parke East Blvd Safely Informotion ovoilable from lens Plate Inslitute. 216 N Lee Street, Suite 312. Alexandra. VA 22314. Tampa, FL 33610 I__._ Job Truss ITruss Type ____ Oty Ply 83553616 86 HALF HIP GIRDER 2 1 T7840824 Job Reference 100tionel) ProBulld East, Lady Lake, Florida 7 640 s Sep 29 2015 MiTek tndustnes, Inc. Tue Jen 05 09.05.43 2016 Page 2 ID: LOW YMouvC KPeLJ9glFVdOZyxtPo-y75mekhz7h5VzrxSJ5fDoEdX891)F U9fR IOVggzyTC LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p") Vert: 1-2=-60, 2.7=-60, 8.14=20 Concentrated Loads (lb) Vert. 2=-109(8) 7=22(8) 8=9(B) 13=-86(B) 19=-63(B) 20=63(B) 21=-63(B) 22=22(B) 24=22(B) 25=22(B) 26=22(B) 27=22(8) 28=22(B) 29=46(B) 30=46(8) 31=-46(B) 32=9(8) 33=9(B) 34=9(B) 35=9(B) 36=9(B) 37=9(B) A WARNING • verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M 1.7073 mv. tON7/20/5 BEFORE USE. Design void for use only wilh l I&M connectors, this design is based only upon parameters shown, and is for on inclividuol bwlding component, not a truss system Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overallbuildingdesign. Bracing indicated is to prevent bucking of indvidual tons web and/or chord members only Additional temporary and permanent brocing MiTek' isalways required for stobsity, and to prevent collapse with possible personal wjtay and property damoge. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and tnns systems. see ANSI/TPII OuaBty Crserla, DSB-89 and SCSI Building Component 694 Parke East Blvd Safety Information ovalable from Tens Plate Institute. 218 H Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job - ---- 183553616183553616 ProBala East. L I- ---- ITruss Type - HALF HIP 60-0 3.0o F2 axe = 2 Olyaly TPIy - 11 184v s sep L9 [uta wren inausmes, me ID LOVWMotNCKPeLJ9glFVdOZyxtPo-OKf9r4ibu DMe e-2-0-8S•11-0 1.10.1 ---- 30 = 5x6 18 3 17 4 77840825 09.08.44 2016 Page I 3kEZeq_7gptyA3C GzyTC Scale= 1:44.4 3x4 1 5 N TN Id 9 a 7 a US = 3x8 i I 3x8 MT20HS = 3x4 = 1.5x8 STP = 3x4 = axe = 1aa1.4q - X00-- - ie.aFwaw.0 - 6 -ea - - "!a Plate Offsets (X.Y)- 11:0-0.4.1-7-131,11.03-0.D-0-01. f4 0-3-0.0--l-01,16.0-3-8.0-3-01 zs°o -- 2 4-a s7a _ _ _ _ _wa _ Design void for use only walh Mlek® connectors This design is based only upon parameters shown and a for an rndividuol building component, not LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.20 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 096 Vert(TL) -0.59 7-9 >508 240 i MT20HS 187/143IBCLL00 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 i (Matrix -M) I Wind(LL) 015 7-9 >999 240 I Weight: 109 Ib FT = 20% LUMBER- BRACING - Tampa, FL 33610 TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 20 SP No 3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEDGE WEBS 1 Row at midpt 4-6 Left: 20 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (III/size) 6=952/0.38, 1=1036/08-0 Max Horz 1=56(LC 10) Max Up11R6=-95(LC 10), 1=-98(LC 10) FORCES. (Ib) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-15=-2461/897, 2-15=-2411/905, 2-16=-2358/908, 3-16=-2358/908, 317=2573/840, 4-17=2573/840 BOT CHORD 11-9=909/2338,8-9=11020127911, 7-8=1020/2791,6-7=478/21139 WEBS 2-9=0/354, 39=-621/126, 37=-286/236, 4-7=-82/614, 4-6=-2172/803 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=S.Opsf; BCDL=5 Opsf; h=15ft; B=591t: L=4911; eave=4tt, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Corri 0-0-0 to 4-106. Exterior(2) 4-10-6 to 19.11-14, Comer(3) 19-11-14 to 24-10.4 zone: cantilever left exposed ;C -C for members and forces b MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live bad nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 36.0 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 Ib uplift at joint(s) 6, 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 111111111/j PpV IN VF,Ji GENS. 0 No 68182 O :• E OF : OR1pP.,. 11111111`` Joaquin Velez PE No.68182 Mrfek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 Q WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED 119TEN REFERANCE PAGE 01.7473 rw. 1093MOI6 BEFORE USE. Design void for use only walh Mlek® connectors This design is based only upon parameters shown and a for an rndividuol building component, not o Inns system. Before use. the budding designer must venfy the applicability of design parameters and property incorporate this design into the overall balding design. Bracing indicated is to prevent buckling of individual tons web and/or chord members only. Additional temporary and permanent bracing WOW is olwWs required for stability and to prevent collapse with possible personal iryury and property damage. For general guidance regarding the fabrication storage. delivery, erection and bracing of Trusses and truss systems, see ANSI/11`11 Oua6ty Criteria. DS6.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tens Plate Institute. 218 N Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 33610 Job -- - -- FTruf;T---- 'sType — --rtT i83553618 810Bill 1, 2 y 1 I -1nh Refarr ilia Iasi, Lacy Lake. Fanta 7.840 s Sap 29 2015 With Industries, Inc. ID. LOWYMouvCKPeW 9glFVdOZyxtPor/Utbt drISTCs32 7.7.1 ,1 1 — - —17_412 +-- - —25-0A— -- 4 2-0..4.22 7.612 7.114 3.00 F12 15 3,8 = 3x8 'I LOADING (psf) ; TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 20 SP No.2 WEBS 20 SP No 3 WEDGE Leff 20 SP No 3 012 = 2x4 I 2x4 3 ----- to 4 2 I r \ I 9e 3. = 34 -= 7 4x12 = T7840526 06.30 2016 Page t r8dMaBOwH0lk?ayTC Scale - 144 4 5x8 = 5 1 N rd e 1.5x8 STP = 3x8 I t7.6t2 _ —25:0-0 _ __24-0 7.0. 12 7.11.4 0.4-0 SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud Plate Grip DOL 1.25 TC 089 I Vert(LL) 017 7-9 999 360 Lumber DOL 1 25 BC 0.77 I Vert(TL) 0.41 7-9 725 240 Rep Stress Ina YES I WB 098 I Horz(TL) 007 6 n/a n/a Code FBC2014/TPI2007 L_ (Matrix -M) 1 Wind(LL) 013 7.9 999 240 BRACING- TOPCHORD BOT CHORD REACTIONS. (Ib/size) 6=952/0-3-8, 1=1036/0-8-0 Max Horz 1=70(LC 10) Max Uplift6=-97(LC 10), 1--97(LC 10) FORCES. (Ib) - Max. Comp./Max Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 1-15=-2433/954, 2-15=-2385/960, 2-3=-2210/814, 316=2117/757, 4-16=-2117/757, 4-5=2117/757, 5-6=876/362 BOT CHORD 1-9=992/2314, 8-9=803/2147, 7-8=-803/2147 WEBS 3-9=72/343, 4-7=-506/307, 5.7=770/2144 PLATES GRIP MT20 244/190 i Weight 114 Ib FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 5.10.6 oc bracing. MTek recommends that Stabilizers and required cross bracing j be installed during truss erection, in accordance with Stabilizer Installation.guide. —__ _--J NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph: TCDL=5.Opsf, BCDL=5 Opsf; h=15ft; B=591t; L=4911; eave=oft. Cat. If. Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0-0.0 to 4-10.6, Exterior(2) 4-1D-6 to 19-11-14, Comer(3) 19-11-14 to 24-10-4 zone: cantilever left exposed ;C -C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6. 1. 7) "Semi-rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 111111111/ Pco IN vie-, iO .•GENS. No 68182 ccZ 0:• E OF :W OR %D GN% 0NA%- `% k llll1111lill, Joaquin Velez PE No.68182 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Veft design pererrralars and READ NOTES ON THIS AND INCLUDED wrEK REFERANCE PAGE 4111.7477 rev 10MV2018 BEFORE USE. Design void for use only with Wlek® connector. This design is based oro* upon parameters shown. and is for an individual budding component, not a tons system. Before use. the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual tons web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labricallan. storage, delivery, erection and bracing of trusses and truss systems. see ANSI/T Il Quality Criteria. DSB-89 and BCS( Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute. 218 N. Lee Street, Suds 312. Alexandria. VA 22314 Tampa. FL 33610 Truss 7-: 15 Type - Oty Ply - --- - - T7840827 812 HIP 2 I 1 8.112 ID:LOWY 12-0--0_-- - 18-10--Z 34-43.64 6167 istnes, Inc. Tue Jan 0509,06,38 2016 Pagel drf8TCs32U WX325AvkT8fraHSwHO)k7czyTC 2s°-0-- - 61.9 402 = 20 II 34 = 3.0012 3 17 4 5 2x4 It 06 = 34 = 4x12 = Scale = 1:44.4 1 5x8 STP = axe 1 10 ooaa 611.1z 344 - - -- Plate OHsets_(X.Y)- 11:0-3-0.0-0-01.11:0.0-4.1.7-131 s ib 0 2W25.0. _ s 1's - --- - w•0 - LOADING (psf) SPACING- 2-0.0 I CSI. ! DEFL. In (loc) Udell Ud ; PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -013 9-10 >999 360I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 I Vert(TL) -033 7-9 >902 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Wind(LL) 0.10 9 >999 240 Weight: 118 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.5-1 oc purlins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5.9.13 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracingLeft2x4SPNo3 be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=952/0-3-8.1=1036/0.8-0 Max Horz 1-84(LC 10) Max Upl'Ift6=-98(LC 10), 1=-96(LC 10) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-24211923.2-16=-2370/931, 2-3=-1964/723.3-17=1505/545,4-17=-1505/545, 4.5=1505/545, 5.6=898/359 BOT CHORD 1-10=-984/2300, 9.10=-984/2300, 8-9=-720/1896, 7-8=-720/1896 WEBS 2-9=481/307. 3-9=-92/389, 3-7=427/191,4-7=-"5/269,5-7=-WI/1655 NOTES - 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10; VuB=140mph (3 -second gust) Vasd=108mph; TCDL=S.Opsl, BCDL=5.Ops1; h=15ft; B=59ft; L=49ft; eave=oft; Cat. II; Exp B; Encl. GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0-0-0 to 4-10.6. Exterior(2) 4-10.6 to 19.11-14, Comer(3) 19.11-14 to 24-10-4 zone, cantilever left exposed ;C -C for members and forces d MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsl 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) 6, 1 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 111111111/1] 0PCkUIN VF4'i, i i No 68182 cc E OF ..: I, 0 N A 111 0 IloiloJoaquinVelezPENo.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED AIFTEK REFERANCE PAGE 111111-7473rev. 10,13/2018 BEFORE USE. void for use only wilh WeIrS Connectors This design Is based only upon parameters shown. and is for on individual building component, not MFaInnssystem. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overallbuildingdesign. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing WOWoWaysrequiredlastabilityandtopreventcollapsewithpossiblepersonalirquryandproperlydamage. For general guidance regarding the lobncafron. storage. delivery, erection and hrocing of trusses and truss systems. see ANSI/TPI] Quality CAledo. DS689 and BCSI Wilding Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss - - - Trus - - Oly Ply - - - 83553818 BU i HALF HIP 2 I 1 17640e2e building design. Bracing Indicated is to Prevent bucking of individual tons web and/or chord members only Additional temporary and permanent bracing Job Reference (optional) PmBuild East, Lady Lake. Florida 7 640 s Sep 29 2015 MiTek Industrros, Inc Tue Jan OS 09.05.39 2018 Page 1 fabrication. storage. delivery, erection and bracing of trusses and truss systems. see ANSIAPI I Quality Criteria, DSB-89 and KSI Building Component ID.LOWYMouvCKPeLJ9glFVdOZyxlPoAMsGoNeT3Sb3UDdh4FaHeOSwmY SJkG4WgSIX3zyTCE T--- 5.10-02. 0.5Silt T / 8.1-f0 510-0 86.5 Scale = 144 4 402 = 2x4 I 3x6 = 3 OD 1-12 3 17 4 5 l 3x416d ij J `` c`t 6x9 -ST -- --'Ku rr- IJI 10 9 8 7 e 3x6 = 3x8 II 2x4 l 3x8 MT20HS = 30 = 5xe = 3.6 I 1 Site STP = i t-0•1.tcQ -- __-6.1.10 _ _ U-0-0 t-_- 19_Sll - --- t--___- -25-0-0 4 Plate Offsets_(X.Y)- 11:0.3.0.0-601.11:0-0-4.1a-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. 1n (loc) Well Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) -0.14 8-10 >999 360 I MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -036 8.10 >822 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES; WB 059 Holz(TL) 008 6 n/a n/a SCOL- 10.0 1 Code FBC2014frP12007 (Matrix -M) Wind(LL) 0.11 8.10 >999 240 Weight: 121 Ib FT = 20% 1 LUMBER- BRACING. TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5.9.3 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left: 2x4 SP No 3 be installed during truss erection, in accordance with Stabilizer Installation REACTIONS. (Ib/size) 6=952/0.3.8, 1=1036/0-8-0 guide. Max Horz 1=97(LC 10) Max Uplift6--100(LC 10), 1=-94(LC 10) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-16-2462/935.2-16=-24151944.2-3=-17091615. 3-17--1177/436,4-17=-1177/436, 4-5=1177/436, 5-6=900/364 BOT CHORD 1-10=-1024/2343, 9-10=-1024/2343, 8-9=1024/2343, 7-8=-626/1630 WEBS 2-8=770/425, 3.8=-84/422, 3.7=541/226, 4-7=-374/220, 5-7=-514/1382 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=S.Opsf; BCDL=S.Opsf; h=15ft, B=59ft; L=49111, eave=oft; Cat ll, Exp B; Encl , GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0-0.0 to 4-10.6, Exterior(2) 4-10.6 to 19-11-14, Comer(3) 19-11-14 to 24-10-4 zone; cantilever left exposed ,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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except Qt=lb) 6=100. 8) "Semi-rigid p4chbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 111111111/, P UIN i i No 68182 i 17 IYZ O: E OF.: wr Joaquin Velez PE No.68182 Mitek USA. Inc. FL Cert 6634 6904 Parise East Blvd. Tampa FL 33610 Date: January 5,2016 WARNING - Vldry design peramefeni and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI -7473 rev. 1&VV2016 BEFORE USE. Design void lox use only with Mlek® connectors This design is based only upon parameters shown, and is for on individual building component, not o truss system Before use. the bdidng designer musl verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to Prevent bucking of individual tons web and/or chord members only Additional temporary and permanent bracing WOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydomoge. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems. see ANSIAPI I Quality Criteria, DSB-89 and KSI Building Component 6904 Parke East Blvd Satety Inimmallon available from Truss Plate Institute. 219 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa• FL 33610 Job Truss - Truss Type - ---- !Qty 183553818 B18 HALF HIP 2 1 I I ( IJob Reference (ootronal) ProBuild East. Lady Lake. Florida 7 840 s Seo 29 2015 MiTek Industries. Inc. T 111 3x6 = 34 11 BAtt 5x8 2 15 9 8 3x8 MT20HS 2x4 11 te_oa_ - F ta7_, I - _-_25-0:0 _ 7.11.5 3.7.1 5.4.15 3.00 F12 4x6 = 3x4 = 3 4 7 3x8 = T784oe29 e Page 1 W9SIX3zyTC Scale = 1:44 4 20 I 5 a66 1 5x8 STP = axe = 1-0-01___ a-411 18-0-0 i 259-0 2s44,0 9-0-0 0.4-0 _ Plate Offsets (X.Y)- 11*0.3-0.040-01.!1:0-0-4.1-7-131.12 0-2-12.0.3.41.16:0-3.8.0.3.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Uden Ud i PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 0.73 Vert(LL) 0.16 6.7 999 360 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 I Vert(TL) 044 7-9 674 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) Wind(LL) 0.12 7-9 999 240 Weight: 120 lb FT = 20% LUMBER- BRACING- TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except 2-3: 20 SP No.1 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 WEDGE Len: 2x4 SP No.3 REACTIONS. (Ib/size) 6=952/0-3-8, 1=1036/0-8-0 Max Harz 1-111(LC 10) Max Uplin6=-102(LC 10), 1=-91(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-15=-24971942.2-15=-2417/951, 2-3=-1468/496,3-4=-13661513 BOT CHORD 1-9-1057/2380.8-9=-1064/2370.7-8=1064/2370,6-7=-396/976 WEBS 2-7=1040/568, 4-7=182/604, 4-6=-1198/496 end verticals BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-7,4-6 L Tekrecommends that Stabilizers and required aoss bracng installed during truss erection, in accordance with Stabilizer stallation 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=5.Opsf; BCDL=5.Opsf; h=15n: B=59tt: L=49tt; eave=4n; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-10-6, Exterior(2) 4-10.6 to 19-11-14, Comer(3) 19-11-14 to 24-10-4 zone; cantilever len exposed ;C -C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 psi 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 Ib uplift at joint(s) 1 except (jt=1b) 6=102. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. A WARNING - V.Ifly das/gn paramasars and READ NOTES ON THIS AND INCLUDED IWTEK REFERANCE PAGE 1191-7477 rev. 1"3,7015 BEFORE USE. Design void for ate only with MTek® connectors. This design is based only upon parameters shown. and is for on mdividuol building component, not a buss system Before use. the building designer must verity the applicability of design poromelers and proper/ incorporate this design Into the overall bvBding design Bracing indicated is to prevent buckling of indi nduol inns web and/or chord members only. Additional temporary and perrnonent broc,ng is always required for stability and to prevent collapse with possible personal iniury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and boring of invites and trvss systems. see ANSI/TPI I Quality Criteria. DSB-89 and SCSI Wilding Component Safety Information ovotlable from Inns Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. 111111111/x/ PaV I N O . •CEN 3 . F i 40 No 68182 E OF UJ Z 11111 11` Joaquin Velez PE No.68182 MITek USA, Inc. FL Cen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 MITek' 6904 Parke East Blvd Tampa. FL 33610 Job - -- Truss Truss Type - - QtyPy - --- 183553618 B18 1HALF HIP i2 F- --7410 - I--- 12:4_4-- - -- T - 16P-0- - - --I- -- - 7.8-10 $49 5.2.12 3.00 12 4x6 = T7i140e30 islnes, Inc Tue Jon 05 09 08.40 2016 Pegs 1 gmjw6NCtey5WAb71sxK?2AgDkKCr3VzyTCi 25.00-_ --1 7.0.0 Scale= 1.44.4 3,6 = 5 3x8 = 3x8 i 1 30 = 3x8 = 5x8 = 1.5x8 STP = 3x6 I, 1-11°01x1 - - io-ali - - - 1°u - --zso-0 _ 2!4a 7aa oa-0 _ Plate Offsets (X.Y)- 11.0-0-4.1-7-131.11:0.3-0 0-1-01. 13:0-3-0.0-3-01 LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 BCDL 100 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 6=952/0-3-8, 1=1036/0.8-0 Max Horz 1=125(LC 10) Max Up11ft6-105(LC 10), 1=-89(LC 10) PLATES GRIP MT20 244/190 Weight: 121 Ib FT = 20% a BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals BOT CHORD Rigid telling directly applied or 5.7-6 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-15=-2460/952.2-15=-2414/959,2-3=-2171/788, 3-4=-1128/395.4-5=-1053/405, 5-6=895/386 BOT CHORD 1-9=1090/2342,8.9=.769/1778,7-8=769/1778 WEBS 2.9=340/297, 3-9=-134/507, 3.7=-841/419, 5.7=-475/1235 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph, TCDL=5 Opsf; BCDL=S.Opsf; h=15ft; 8=59ft; L=4911, eave=4ft, Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-1D-6, Exterior(2) 4-10.6 to 19.11-14, Comer(3) 19-11-14 to 24-10.4 zone; cantilever left exposed ,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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fn between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except 01alb) 6=105. 7) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. I1111111111 CIO 1 N VF4,''i01........ F 10. No 68182 ccZ E OF p N AL E.• 4111 11111111`` Joaquln Velez PE No.68182 MITek USA, Inc. R- Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: January 5,2016 A WARNING - Va" design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MII.7473 rev. 101034015 BEFORE USE. Design void for use only with Mllek®connectors. chis design is based only upon porometers shown, and is for on individual building component. not a truss system. before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual Inns web and/or chord members only. Additional temporary and permanent brocing MiTek' is oWays required lot stability and to prevent collapse wilh possible personal injury and property damage. For general guidance regarding the lobncofron, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/1%1 Qualify Criteria. DS6.89 and IICSI Wilding Component 69W Parks East BIW Solely Inlormullon available from Truss Plate institute. 218 H. Lee Street. Suite 31Z Alexandria. VA 22314. Temps. FL 33610 SPACING- 2-0.0 CSI. I DEFL. in loc) Vdefl Ud Plate Grip DOL 1.25 1 TC 074 Vert(LL) 0.13 7-9 999 360 iLumberDOL1.25 BC 0.76 Vert(TL) 038 7-9 784 240 Rep Stress Inu YES i WB 065 HOrz(TL) 0.07 6 n/a n/a Code FBC2014/TP12007 Matrix -M) I Wind(LL) 0.11 9 999 240 REACTIONS. (Ib/size) 6=952/0-3-8, 1=1036/0.8-0 Max Horz 1=125(LC 10) Max Up11ft6-105(LC 10), 1=-89(LC 10) PLATES GRIP MT20 244/190 Weight: 121 Ib FT = 20% a BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals BOT CHORD Rigid telling directly applied or 5.7-6 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-15=-2460/952.2-15=-2414/959,2-3=-2171/788, 3-4=-1128/395.4-5=-1053/405, 5-6=895/386 BOT CHORD 1-9=1090/2342,8.9=.769/1778,7-8=769/1778 WEBS 2.9=340/297, 3-9=-134/507, 3.7=-841/419, 5.7=-475/1235 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph, TCDL=5 Opsf; BCDL=S.Opsf; h=15ft; 8=59ft; L=4911, eave=4ft, Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-1D-6, Exterior(2) 4-10.6 to 19.11-14, Comer(3) 19-11-14 to 24-10.4 zone; cantilever left exposed ,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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fn between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except 01alb) 6=105. 7) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. I1111111111 CIO 1 N VF4,''i01........ F 10. No 68182 ccZ E OF p N AL E.• 4111 11111111`` Joaquln Velez PE No.68182 MITek USA, Inc. R- Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: January 5,2016 A WARNING - Va" design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MII.7473 rev. 101034015 BEFORE USE. Design void for use only with Mllek®connectors. chis design is based only upon porometers shown, and is for on individual building component. not a truss system. before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual Inns web and/or chord members only. Additional temporary and permanent brocing MiTek' is oWays required lot stability and to prevent collapse wilh possible personal injury and property damage. For general guidance regarding the lobncofron, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/1%1 Qualify Criteria. DS6.89 and IICSI Wilding Component 69W Parks East BIW Solely Inlormullon available from Truss Plate institute. 218 H. Lee Street. Suite 31Z Alexandria. VA 22314. Temps. FL 33610 l Truss Truss Type B 820 HALF HIP ID LOWYMouvCKPeLJ 7. 3-b— ---- - --- 13_W — -- -- --20-0-0- 7.114 SP14 82.12 3.OD (12 77640831 1 toelionall i MiTek Industries, Inc Tue Jen 05 09.06.41 2016 Page 1 dPo-01_OD2gIb3mjXn3CgGIpXG6LdPnhdNz xPbxzyTC 25.-0--0- 5.0.0 Scale - 144 5 46— 3x4= 3x8 I _ axe = 5x8 Sx8 = 7.5x8 STP = 3x8 I' 21tr — I 2s° LOADING (psf) I SPACING- 2-0.0 CSI. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 125 TC 045 Verl(LL) 0.15 8-13 999 360 TCDL 10.0 Lumber DOL 1 25 BC 0.94 I Vert(TL) 043 8.13 691 240 BCLL 00 ' Rep Stress Ina YES WB 041 HOrz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I (Matrix -M) Wind(LQ 0.10 8 999 240 LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 6=952/0.3.8, 1=1036/0-8-0 Max Horz 1=139(LC 10) Max UpIiR6=108(LC 10), 1=-86(LC 10) PLATES MT20 GRIP 244/190 Weight: 124 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 1 Row at midpt 3-7 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2446/944, 2-14=-2401/952, 2.3=-2038/700, 3-4=-824/274, 4-5=747/290, 66=924/383 BOT CHORD 1-8=1106/2329, 7-8=-733/1672 WEBS 2-8=445/362, 3.8=-99/557, 3.7=1049/500, 5-7=-417/1080 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=5 Opsf, BCDL=5 Opsf; h=15ft; 8=59h; L=49tt, eave=4R; Cat. 11; Exp S; Encl., GCpi=O 18; MWFRS (directional) and C -C Comer(3) 0-0.0 to 4-10.6. Exterior(2) 4-10-6 to 20-0-0, Comer(3) 20-0-0 to 24-10-4 zone; cantilever left exposed ;C -C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 360 tall by 2-0.0 wide will fn 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 joints) 1 except Ot=lb) 6=108. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1111111 i l l,'F I PQUIN i No 68182 E OF OR 1101 P * N``` j0NA'',`00 Joaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 WARNING - VeAy design Pir.tars and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE AVI.7473 rev. /087/!016 BEFORE USE. Design void for use only with Mlek®connectois This design is based only upon parameters shown, and is for an individual building component, not a truss system. Debre use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overoB building design. Bracing rndcated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOWolwaysrequiredforstabrityandtopreventcollapsewiltpossiblepersonalinryryandprop" damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and Inns systems. see ANSI/TNI Quality Criledo, DSe-89 and BCSI Wilding Component 6904 Parke East Blvd. Safety Inlormallon available from Truss Plate institute. 218 N Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 33610 Job --- TrUSB — --- Truss Type ---- - -- - Oly -Ply --- — --- -- 77840832 83553616 822 ' HALF HIP 2 1 1 I IJob Reference (optional) ProBulld East, Lady Lake. Florida 7 840 s Sep 29 2015 MrTek Industries. Inc Tue Jan 05 08:06 412016 Page 1 ID LOVJYMouvCKPeLJ9glFVdOZyxtPo-0I OD2gfb3rnjXn3CgcljpXDuLhPnciNz xPbxzyTC 8.8. — 8. 01— 1 5.11-9t-9-9 7.4-0 Scale= 1.44.5 4x6 = 3x4 = 30D-12 4 5 3x8 I y e o 3x6 = 2x4 5x8 = 012 = 1 5x8 STP = buiding design Bracing indicated is to prevent bucking of individual truss web and/or chord members only Addilionol temporary and perrnonenl bracing WOW 3x8 11 0-0 1r -4-Q 68.1 - - - -' -- 14.7.10 fabrication, storoge. delivery, erection and bracing of trusses and truss systems, see ANSI/TMI Quality Criteria, DSB-89 and BCSI Building Component 22-0_0 -- — - -- 25-0-0 2fi4 1 1." 04-0 7.4.1 5.11.9 74$ — _ — _— _ 3'6'9 Plate Offsets (X.Y)- 11,0.0.4.1 -7-131.11:0-3-0.0.0-01,12:0.3-0.0.3.01.180.3.0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.66 Vert(LL) -0.13 8.9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 06 Vert(TL) -0.32 8-9 >939 240 BCLL 00 ' i Rep Stress Ina YES WB 0.73 Horz(TL) 0.08 6 n/a n/a BCDL 100 Code FBC2014/TPI2007 (Matrix -M) - Wind(LL) 0.25 7-8 >999 240 I Weight: 131 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3.4-2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-6-14 oc bracing. WEDGE WEBS 1 Row at midpt 3-7 Left, 2x4 SP No 3 M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation REACTIONS. (Ib/size) 6=952/0-3-8,1=1036/M-0 Max Hoa 1.153(LC 10) Max Upllft6=349(LC 10), 1=342(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=2412/2255.2-15=-2360/2265,2-3=1693/1568, 3-4=-522/431.4-5--444/449, 5.6=952/942 BOT CHORD 1-16-2395/2289,9-16=-2395/2289,8-9-2384/2284,7-8=-1622/1590 WEBS 2-8=728!795, 3-8=-570/483, 3-7=1272/11305,5-7=-11024/11009 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=5 Opsf; BCDL=5.Opsf, h=15ft; 8=5911, L=49ft; eave=oft; Cat. If: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0-0 to 4-10.6. Exterior(2) 4-10.6 to 22-0.0, Comer(3) 22-0-0 to 24-10.4 zone: porch left exposed: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 36-0 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 Ib uplift at joints) except 611=1b) 6=349, 1=342. 7) "Semi-rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 111111111111 Pco I N V,,L-, O i Ccs' i do No 68182 cc E OF . • ORIII N ONP- 1111111111 111` Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 Q WARNING -1hd1y design Parameters and READ NOTES ON THIS AND INCLUDED NFTEK REFERANCE PAGE W7473 rev. 10,03/2018 BEFORE USE. Design void for use only with Mr100 connectors. This design is based only upon paameters shown. ond'a lot on inddviduol building component, not o truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall buiding design Bracing indicated is to prevent bucking of individual truss web and/or chord members only Addilionol temporary and perrnonenl bracing WOW 4 olwoys required for stability and to prevent collapse v ith possible personal iniury and Properly domoge. For general guidance regarding the fabrication, storoge. delivery, erection and bracing of trusses and truss systems, see ANSI/TMI Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Irotilute. 218 N lee Street. Suite 312, Alexandria. VA 22314 Tampa, FL 33610 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3'Except' 5.6. 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 6=952/0-3-8.1=1036/0-8-0 Max Horz 1=167(LC 10) Max Uphft6=-114(LC 10), 1-80(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-24301847.2-16=-2380/857.2-3-1397/435.5-6=-283/69 BOT CHORD 1-10=-1058/2309. 9.10=-1061/2303, 8.9-1061/2303, 7-8-550/1304 WEBS 2-10=01275,2-8=-1041/532.3-8=90/591, 3-7=-1436/606 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5.6.11 oc bracing. WEBS 1 Row at midpt 2-8,3-7 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I Installation guide_ i 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-5.0psf; BCDL=5 Opsf; h=15ft, B=59ft; L=49ft; eave=oft; Cat. 11; Exp B: Encl.. GCpl=0.18, MWFRS (directional) and C -C Comer(3) 0-0-0 to 4-10.6. Extenor(2) 4-10.6 to 24-0.0. Comer(3) 24-" to 24-10-4 zone, cantilever left exposed ;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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fn between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except Ut=lb) 6=114 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 11111111// P4V (N V F iO .•GENS. F 0 No 68182 0:• E OF •:4 pNA1-E `,%. 711 n111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING- VedlY design parsmeters and READ NOTES ON THIS AND INCLUDED AFTEK REFERANCE PAGE MII.74737ev. 1ON3/2015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parometers shown. and 4 for an individual building component, not 1001.4 _ --- I _ 24.0-0- 25 0., 8904 Parke East Blvd. a- to. 14 Tampa. FL 33610 847 7.0-12 I 0 41 = Scale = 1:46.4 44 II 3.00 r 4 5 3x4 % 171 3 5x8 10 9 8 7 8 3x6 I 3x6 = 2X4 I I 3x6 MT20HS = 3x4 = 1 5x8 STP = Sire II 3x4 = 25.4-0 e -+au 10-11. 24-0-0 25-0-0 . 14ww-0 7x14 ao* Tau Plate Offsets (X.Y)- [1:0-0-4.1-7-13).11:0-3-0.0-0-01,12:0-3-0.0-3-01.[ S:Edoe.0-3-81.16:0.3.0.0-1-81 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.17 7-8 999 360 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) 0.49 7-8 603 240 I MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WB 0.55 Horz(TL) 0.09 6 n/a n/a I SCOL 10.0 Code FBC2014/fP12007 Matrix -M) Wind(LL) 0.16 7.8 999 240 L Weight: 1281b FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3'Except' 5.6. 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 6=952/0-3-8.1=1036/0-8-0 Max Horz 1=167(LC 10) Max Uphft6=-114(LC 10), 1-80(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-24301847.2-16=-2380/857.2-3-1397/435.5-6=-283/69 BOT CHORD 1-10=-1058/2309. 9.10=-1061/2303, 8.9-1061/2303, 7-8-550/1304 WEBS 2-10=01275,2-8=-1041/532.3-8=90/591, 3-7=-1436/606 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5.6.11 oc bracing. WEBS 1 Row at midpt 2-8,3-7 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I Installation guide_ i 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-5.0psf; BCDL=5 Opsf; h=15ft, B=59ft; L=49ft; eave=oft; Cat. 11; Exp B: Encl.. GCpl=0.18, MWFRS (directional) and C -C Comer(3) 0-0-0 to 4-10.6. Extenor(2) 4-10.6 to 24-0.0. Comer(3) 24-" to 24-10-4 zone, cantilever left exposed ;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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fn between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except Ut=lb) 6=114 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 11111111// P4V (N V F iO .•GENS. F 0 No 68182 0:• E OF •:4 pNA1-E `,%. 711 n111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING- VedlY design parsmeters and READ NOTES ON THIS AND INCLUDED AFTEK REFERANCE PAGE MII.74737ev. 1ON3/2015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parometers shown. and 4 for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stobilty, and to prevent collapse with possible personal iryury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems. see ANSI/T%1 Quality Crllerlo, DSS -S9 and SCSI Suilding Component 8904 Parke East Blvd. Safely Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa. FL 33610 Job I 183553616 JACK -OPEN 14 I 1 i IJot 7 640 s ID LOWYMouvCKPeLJ9q 1.11.11 3x4 = 3x4 = 77840634 VetoASLR911ZrM_8nptyA3CGzyTC9 Scale= 1.7.0 REACTIONS. (Ib/size) 1=176/0-8-0, 2=3/Mechanical, 3=-19/Mechanical Max Horz 1=14(LC 10) Max Uplift I =-57(LC 10), 2=-7(LC 3), 3=-19(LC 1) Max Grav 1=176(LC 1), 2=5(LC 15), 3=4(LC 10) 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=5.Opsf, BCDL=5.Opsf; h=15ft: B=59ft, L=4911. eave=oft; Cat. If. Exp B; Encl. GCpi=0.18, MWFRS (directional) and C -C Comer(3) zone; cantilever left and right exposed ,C -C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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) Solid blocking is required on both sides of the truss at joint(s), 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. A WARNING - Vedly design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M 1.7473 m 10MV201 a BEFORE USE. Design valid for use only with IvYTekb connectors. This design is based only upon parameters shown. and a for an individual building component, not a inns system. before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permonenl bracing 4 always required for stability and to prevent collapse with possible personal rnjwy and properly damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and inns systems. see ANSI/r Il Quality Criteria. DSO -89 and OCSI building Component Safety Information available from Truss Plate Insiilute. 2)8 N. Lee Street. Suite 312. Alexandria. VA 22314 111111111//1 O . • GENS . No 68182 O :• E OF • : 1/` O R 10 •PN`•`. SON A%- •`. 41//111111111`1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 4311 Plate Offsets (X.Y)— 11 0-7-0.0.0-81.11:0-0.4.Edoel LOADING (psf) SPACING- 2-0-0 CSI. ( DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.07 I Vert(LL) -0.00 4 >999 360 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 009 I Vert(TL) -000 4 >999 240 BCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(TL) 000 2 n/a n/a BCDL 10.0 1 Code FBC2014lrP12007 Matrix -M) Wrnd(LL) 000 4 >999 240 Weight: 6 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. recommends that Stabilizers and required cross bracingMiTek be installed during truss erection, in accordance with Stabilizer Installation,guide. i REACTIONS. (Ib/size) 1=176/0-8-0, 2=3/Mechanical, 3=-19/Mechanical Max Horz 1=14(LC 10) Max Uplift I =-57(LC 10), 2=-7(LC 3), 3=-19(LC 1) Max Grav 1=176(LC 1), 2=5(LC 15), 3=4(LC 10) 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=5.Opsf, BCDL=5.Opsf; h=15ft: B=59ft, L=4911. eave=oft; Cat. If. Exp B; Encl. GCpi=0.18, MWFRS (directional) and C -C Comer(3) zone; cantilever left and right exposed ,C -C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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) Solid blocking is required on both sides of the truss at joint(s), 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. A WARNING - Vedly design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M 1.7473 m 10MV201 a BEFORE USE. Design valid for use only with IvYTekb connectors. This design is based only upon parameters shown. and a for an individual building component, not a inns system. before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permonenl bracing 4 always required for stability and to prevent collapse with possible personal rnjwy and properly damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and inns systems. see ANSI/r Il Quality Criteria. DSO -89 and OCSI building Component Safety Information available from Truss Plate Insiilute. 2)8 N. Lee Street. Suite 312. Alexandria. VA 22314 111111111//1 O . • GENS . No 68182 O :• E OF • : 1/` O R 10 •PN`•`. SON A%- •`. 41//111111111`1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 ID LOWYMouvCKPeLJ9glFVdOZyxtPo-OKt9r4ibu DMa_ 3.11-11 3.11.11 W T7840835 Scale= 19 5 1.0.0 I 1.40 1.0.0 aa•o 3-11.11 za.1/ Plate Offsets (X.Y)_- 11.0-4-0.0-0.01. 11 0-0-8.Edael LOADING (psf) I SPACING. 2-0.0 I CSI. i DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 125 TC 008 Vert(LL) 000 8 >999 360 MT20 244/190 TCDL 100 I Lumber DOL 1 25 BC 0.09 Vert(TL) 001 8 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 I _ Code FBC2014lrP12007 I Matrix -M) I Wind(LL) 001 8 >999 240 I Weight. 14 Ib FT = 20% LUMBER- BRACING. TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEDGE MTek recommends that Stabilizers and required cross bracing Left. 20 SP No.3 be installed during truss erection, in accordance with Stabilizerlinstallation.guide. REACTIONS. (Ib/size) 2=65/Mechanical, 3=38/Mechanical, 1=210/0.8-0 Max Horz 1=27(LC 10) Max Upliit2=-17(LC 10), 1=-15(LC 10) Max Grav 2=65(LC 1), 3=46(LC 3), 1=21O(LC 1) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (Ib) or less except when shown NOTES - 1) Wind ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph: TCDL=S.Opsf, BCDL=5 Opsf, h=15f , B=5911, L=49h; eave=oft; Cat. II; Exp B; Encl., GCpi=O 18; MWFRS (directional) and C -C Comer(3) zone; cantilever lett and right exposed :C -C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 ps1 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 o1 withstanding 100 Ib uplift at joint(s) 2, 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Q WARNING . Vemlly design parameters and READ NOTES ON THIS AND INCLUDED AFTE1x REFERANCE PAGE AW -7473 rev. IM31015 BEFORE USE Design valid for use only with 1,4700 connectors This design is based only upon poromelers shown, and is for on individual buiking component. not o tens system Before use. the building designer must verily the oppicabifily of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual tans web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with powble personal infury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of tenses and truss systems. see ANSI/TPII QudAy Criteria. DSII -89 and SCSI Building Component Safety Inlosmallon available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. 1111111111/1 I N i No 68182 E OF :4U p N A1- E %%% 111111111 Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 WOW 6904 Parke East Blvd. Tempa, FL 33610 IJob - - e3553618 Truss TnissType EB JACK -OPEN i8 1 I newe38 Job Reference (ootlonall ProBurkl East, Lady Lake, Flonda 7 810 a Sep 29 2015 MITak Industries, Inc Tue Jan 05 09 06 45 2018 Page 1 ID: LOWYMouvCKPeLJ9glFVdQZyxlPo-uWDX301EfILDC84rRWhhtfi?cy7zlbl yucvcklzyTCf 6-0-0 e-ao r- Scale 1-=1• 2 l Is 1 300 9 (` j I j d I I rs Y 1.5x9 TP 30 = - Q. 13x9 I 3 Q, 3x5 It a-0.0 4.8-0 Plate Offsets (X.Y)- D 0-4-0.0-0-01.11 D-D-B.Ednel. h D-0-6.0.0-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.03 3-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.07 3-8 >965 240 BCLL 0.0 ' I Rep Stress Incr YES WB 000 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matra -M) Wind(LL) 0.05 38 >999 240 1 Weight: 20 Ib FT = 20% LUMBER. BRACING. TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizerlinstallation.guide. REACTIONS. (Ib/size) 2=123/Mechanical, 3=66/Mechanical, 1=286/0.8-0 Max Horz 1=41(LC 10) Max Upllft2=-34(1-C 10), 1=-21(LC 10) Max Grav2=123(LC 1), 3=86(LC 3), 1-286(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10, VuR=140mph (3 -second gust) Vasd=108mph, TCDL=5Opsf, BCDL=S.Opsf; h=15ft; 13=59111; L=49111; eave=oft; Cat II; Exp B. Encl , GCpl=0.18, MWFRS (directional) and C -C Comer(3) 0-0-0 to 4.10.6, Exterior(2) 4-10.6 to 5.11-4 zone; cantilever left and right exposed ;C -C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads 3) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 36-0 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 Ib uplift at joint(s) 2, 1. 6) "Semi-rigid pnchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. A WARNING • Ve/1ry design parameters .d READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE W7473 rev. 10MM/6 BEFORE USE. Design vorxf for use only with 1,47ek® connectors. This design is based only upon parameters shown. and is for an rndvrduol building component, not o truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indcaled is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permonent bracing is always required for stability and to prevent collapse with possible personal in fury and properly damage For general guidance regarding the fabrication. storage. defvery. erection and bracing o1 tnmes and truss systems. see AN51/TPI I Quality Criteria, DSB-89 and 1CSI Building Component Safety Inlormotlan ovoi a a from Tens Plate Institute. 218 N Lee Street, $uite 312. Alexandria. VA 22314. 1111111//j PQU I N V`c4O . • G ENS No 68182 O:. E OF :W OR10 N J-p N AL E %• 11 `. 1111111 r l` Joaquin Velez PE No.68182 MiTek USA. Inc. FL Cerl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 M' MiTek' 6904 Parke East Blvd. Tampa, FL 33610 I 2-10.0 I 4.10.0 2.10.0 2.0.0 ' Scale l'=1' 8 I 2.10.0I 2-10.0 5 1 5x8 STP = 2x4 II 4-10.0 2-0.0 LOADING (psf) I SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 I TC OilI Vert(LL) 001 5-6 >999 240 MT20 244/190 TCDL 1001LumberDOL1.25 BC 012 i Vert(TL) -000 5-6 >999 240 1 BCLL 00 ' I Rep Stress Incr YES WB 009I Horz(TL) -0.00 3 rda n/a BCDL 100 i Code FBC2014/TPI2007 (Matrix -M) I L Weight: 16 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MITek recommends that Stabilizers and required cross bracing I be installed during truss erection, in accordance with Stabilizer Installation_guide. REACTIONS. All bearings Mechanical except Qt=length) 5=0-6-0, 6=Mechanical lb) - Max Horz 6=32(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 3, 5, 6 Max Grav All reactions 250 Ib or less at joint(s) 3, 4, 5, 6 FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. WEBS 2-5=170/296 NOTES - 1) Wind: ASCE 7-10, Vuk=140mph (3 -second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5 Opsf; h=15ft; 8=59f1, L=49F1, eave=oft, Cat. II, Exp B; Encl. GCpi=0.18; MWFRS (directional) and C -C Comer(3) zone; porch lett exposed,C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 5, 6 7) "Semi-rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. A WARNING - verly destpn Parameters and READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE AVI.7477 rev 1OM312015 BEFORE USE. Design valid for use only oath Ivklek®connectors This design is based only upon parameters shown, and a for on individual building component, not o truss system Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing is afv oys required for stability and to prevent collapse v ilh possible personal iryury and property damage For general guidance regarding the fobricotion, storage. delivery. erection and bracing of trusses and Inns systems, see ANSI/TPll GuaBly Creeda, DSB-99 and BCSI Building Component Safety Inlormotlon available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. tI1111111 lf, PCtU I N i No 68182 E OF .:4/ ON 11111111` Joaquin Velez PE No.66182 MITek USA, Inc. FL Gen 66M 6904 Parke East Blvd. Tampa R 33610 Date: January 5,2016 MF WOW 6904 Parke East Blvd Tampa, FL 33610 Jor b Truss Truss Type Oty Ply 83553616 N% GABLE 1 i 7.8-0 54-0 5-4.0 4x8 3 00 42 7 -e -o T7e4oe3e Scale = 1:46 0 34 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 OTHERS 20 SP No 3 1 le 1D 73 12 11 10 SPACING- SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina NO Code FBC2014/TPI2007 REACTIONS. (lb/size) 1=1468/041-0,9=1473/D-8-0 Max Horz 1=-33(LC 6) Max Uplift 1=-292(LC 8), 9=-294(LC 8) 54-0 CSI. TC 061 BC 0.37 WB 068 Matrix -M) 5x6 = 3x8 = Special DEFL. in (loc) Vert(LL) -0.23 12-13 Vert(TL) -051 12-13 Holz(TL) 0.07 9 Wind(LL) 0.18 12-13 BRACING- TOPCHORD BOTCHORD FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=4005/815, 2-3=3983/836, 3-4=-3939/830.4-5=-3043/656.5-6=-3043/656, 6-7=3963/840, 7-8=4006/846, 8-9=-4028/827 BOT CHORD 1-36=-765/3846, 3637--765/3846, 17-37=-765/3846, 17-38=-765/3846, 16.38=-765/3846, 15 -16=-765/3846,15-39=-76513846,14-39=-765/3846,13-14-765/3846, 13.40=-775/3868, 40-41=775/3868, 41-42=-775/3868, 12-42=775/3868, 11-12=-77513868,11-43-775/3868.10-43=-775/3868,10-44-775/3868, 4445=-775/3868, 9-45=-775/3868 WEBS 5-13=226/1150, 6-13=1091/234, 6-12=-30/290.4-13=-10661223,4-15=-22/272 318 _- Wall Lid PLATES GRIP 999 360 MT20 244/190 616 240 o Inns system. Before use. the budding designer must verity the applicability of design parameters and Property incorporate this design into the overall n/a n/a 999 240 Weight: 149 Ib FT - 20% Structural wood sheathing directly applied or 2-8-1 oc purlins Rigid ceiling directly applied or 10-0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installabon.gulde. NOTES. 11) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; 8=59ft; L=4911; eave=oft, Cat. II, Exp B. Encl. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psi 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 3.60 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 Its uplift at joint(s) except Qt=1b) 1=292, 9=294. 9) "Semi-rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 Its down and 40 Ib up at 1-8-12, 66 lb down and 40 Ib up at 3-8-12, 66 lb down and 40 Its up at 5.8-12, 66 Ib down and 40 Ib up at 7-8-12, 661b down and 40 Ib up at 9.8-12, 66 Ib down and 40 Ib up at 11-8-12,66 Ib down and 40 Ib up at 13.8-12, 66 Ib down and 40 Ib up at 143.4, 661b down and 40 Ib up at 163-4, 66 Ib down and 40 Ib up at 163-4, 66 Ib down and 40 Ib up at 20-3.4, and 66 Ib down and 40 Ib up at 22-3-4, and 66 Ib down and 40 Ib up at 243-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others 11) Special hanger(s) or other connection device(s) shall be provided at 13-0-0 from the left end sufficient to connect truss(es) to back face of bottom chord. The design/selection of such special connection device(s) Is the responsibility of others. 111111111/ UIN VF,J* JoN3F. i No 68182 ccZ 0:. E OF .:44/` O R O , \ `% 11111111111 Joaquin Velez PE No.68182 Mn-ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa PL 33610 Date: January 5,2016 AWARNING - VeAy d -lo Perertrerers end READ NOTES ON THIS AND INCLUDED WTE% REFERANCE PAGE IWP7473 rev. iW0312e1e BEFORE USE. valid lot use only with Wiek(Sconnectors This design is based only upon parameters shown. and Is fix an individual building component, not MFoInnssystem. Before use. the budding designer must verity the applicability of design parameters and Property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additionol temporary and permanent bracing is aWays required for stability and to Prevent collapse with possible personal irlury and Property damage For general guidance regarding the WOW fabrication. storage. delivery, erection and brocing of Irussesand truss systems, see ANSI/TPI) Qualify Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd Solely Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tamps, FL 33610 NOTES - 12) 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- 11.25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 1.5=60, 5.9=-60, 30.33=20 Concentrated Loads (lb) Vert- 14=66(B) 12=-66(8) 15=66(B) 36=-66(B) 37=-66(8) 36=-66(B) 39=66(B) 40=-66(B) 41=-66(B) 42=66(131) 43=-66(B) 44=-66(B) 45=46(8) r. A WARNING-1Nrfty design parameters and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE MI -7473 rev. IOM3y7018 BEFORE USE. Design vorid for use only with M100 connectors. This design is based only upon parameters shown and is for on mdrvrduol buildiing component, not o truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent lucking of indmduol truss web and/or chord members only Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse with possible personal iryury and property damage For general gudonce regarding the fabrication storage. delivery. erection and brocing of trusses and truss systerm, see ANSI/TPI) Quality Criteria. DSB-89 and BCSI Building Component 6804 Parke East Blvd. Safety Informallon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 33610 Oly -7PIy — Jack -Open 4.9.14 8•5, 13 4.9.14 3-7-15 778+0839 Scale = 1:16.6 2.1212 NAILED __ll NAILED tel— NAILED NAILED f p I 1 5x8 STP 3x4 = & I 3x8 1 10 3 i 9s I NAILED NAILED NAILED NAILED 1•SB .1.11.0 S1311 S. 6510 i 8$13 Plate Offsets (X,Y)— 11:0.6.11,0-0-11. 11:0.0-7,Edge) LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (toe) Vdeft Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 I TC 0.40 Vert(LL) 0.09 3.8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.32 Vert(TL) -0.14 3.8 >710 240 BCLL 0 0 ' I Rep Stress Ina NO I WB 0.00 I Horz(TL) 001 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matnx-M) 1 Weight, 28 Ib FT - 20% LUMBER. BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEDGE MiTek recommends that Stabilizers and required cross bracing 1Left: 20 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation-guide.-- REACTIONS.(Ib/size) 2=131/Mechanical, 3=68/Mechanical, 1=221/0-8-0 Max Horz 1=41(LC 8) Max Upllfl2=-34(LC 8), 1=10(LC 8) Max Grav 2=131(LC 1), 3=96(LC 3), 1=221(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 11) Wind: ASCE 7-10, Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=5 Opsf: BCDL=S.Opsf, h=15h; 8=590; L=491t; eave=4ft; Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load noncon current 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 3-60 tall by 2-0-0 wide will fd between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 1. 6) "Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 7) "NAILED" indicates 3-10d (0 148"x3") or 2-12d (0.148x3.25") toe -nails For more details refer to MiTek's ST -TOENAIL Detail. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 3.4=-20 Concentrated Loads (lb) Vert: 7=165(F=82, B=82) 8=68(F=34, B=34) 9=41(F=20, B=20) 10=20(F=10, 8=-10) 11111111/II O . •GENS . F 4# No 68182 0:• E OF :Wi N A1. Ec;•% 471 i11lilli" Joaquin Velez PE No.68182 Mrfek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 Q WARNING • Verify design Pa..,.. and READ NOTES ON THIS AND INCLUDED IMTEK REFERANCE PAGE MI -7473 rev. teN3R015 BEFORE USE. Design void for use only with M700 connectors. This design is based only upon parameters shown, and'6 fix an inddvfcruol budding component, not o truss system Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Brading indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' 6 always required lox stabflfy, and to prevent collapse with possible personal u1(ury and property domoge. For general guidance regarding the lobrrcotiom storage, delivery, erection and bracing of trusses and truss systems. see ANSON) OualBy, Criteria. DSO -89 and BCSI Bueding Component 6904 Perlis Earl BIW. Safety Inlamatlon available from Truss Plate imlilule. 2)8 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION N, Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'11 rl For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but41e reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI l : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: 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) 1 2 3 MP rHnl?r1S C1-2 C2.3 c 4WEBS U 3 ' c1 3 p .n C7-8 C6-7 C5.6 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 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. 0 20) 2 Mi ekO All Rights Reserved MiTek° MTek Engineering Reference Sheet: MII-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, e.g. diagonal or X-brocing, is always required. See BCSL 2. Truss bracing must be designed by an engineer For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock 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 of each joint and embed fully. Knots and wane of joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suiloby protected from the environment in accord with ANSI/TPI I. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of lobricotion. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10 Comber is o non-structural consideration and is the responsibility of truss fabricator. General practice 1s to camber for dead food deflection. 11. Plate type. size. orientation and location dimensions indicated are minimum plating requirements 12. Lumber used sholl 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 of spacing indicated on design. M. Bottom chords require lateral bracing of 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 cut or alter truss member or plate without pnor approval of on 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 monufac lure in accordance with ANSI/TPI 1 Quality Criledo. REQUIRED INSPECTION SEQUENCE BP# 15-2632 Address: 1103 & 1105 W 8`" Street BUILDING PERMIT Min Max Inspection Description Electric Underground 10 Footer / Setback 20 Electric Rough Stemwall 10 30 Foundation / Form Board Survey 10 Electric Final 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 40 70 Firewall Screw Pattern 70 Drywall / Sheetrock 40 70 Lath Inspection Final Solar 50 1000 Final Firewall 50 1000 Final Roof 40 1000 Final Stucco / Siding 70 1000 Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence 1000 Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description rin Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 20 T.U.G. 30 Pre -Power Final 1000 Electric Final Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description rin Max Inspection Description 1000 Plumbing Underground 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final 1 l- P 1i^ Ile of Florida 16 20 . CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 2Co3/ Documented Construction Value: $ , G v Job Address: //019 - 161 Historic District: Yes No tK Parcel ID: Residential Commercial Type of Work: New 1a Ad 'tion Alteration Repair Demo Chan Description of Work: ` Use Move Plan Review Co tact PersonZ7Gl.4,oeSj,(Ji l i S Title:p1/I pU Die- Phone:L10'7- 6f 36) Fax: Email: Property Owner Information C.0 W-) NameyV1012- 2- e l Phone: Street: Z/ 4's r, 6Y'g V -Q - Resident of property? City, State Zip: clr- u OcCS?_L E . 32---7-7 1 Contractor Information q, S Phone: 407 - !4 7tQ— 9'6-36 Street:S D u a F_a 0 S r» l Fax: City, State Zip: &ga,1 d C t-- (• '; a -X OS State License No.: O_Fe dSN117 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. IgnatdreofOwner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of 1D ZIXOVI lc gnature of Contractor/Agent Date s Name A// D// Date ANNETTE SCOTT Notary Public - State of Florida My Comm. Expires Jan 16, 2018 Commission # FF 071760 Produced 1D Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: to Me or Plumbing[I'Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised. June 30, 2015 Permit Application OL100I03 CITY OF SANFORD Business Master Inquiry - Licenses It Business control nbr 20033 Business name & address GROUND -ONE PLUMBING INC CITY SANFORD FL 32771 Type options, press Enter. 1=Select Opt Lic Nbr Classification 16 00036754 PLUMBING CONTR/CERTIFIED 14 00036754 PLUMBING CONTR/CERTIFIED 13 00036754 PLUMBING CONTR/CERTIFIED 09 00028755 PLUMBING CONTR/CERTIFIED 08 00028755 PLUMBING CONTR/CERTIFIED 2/10/16 13:03:57 Mailing address 1315 HERNANDES DR ORLANDO FL 32808 Status Amount Due PP 10.00 RN 00 RN 00 AC 00 RN 00 Bottom Total Amount Due 10.00 F3=Exit F5=Officers F7=Miscellaneous information F12=Cancel I lillll Illil Illil Illli iiifi iQ il ilii i i THIS INSTRUMENT PREPARED BY: 11ARYANNE MORSE, SEMINOLE COUN'I''I' Name: Celia Bernardi CLERK OF C:OIJIt'I &, ::UMF'TROLL RAddress-P.O.Box 0625 BY, 8521 F's 9.I9 (1F'9s) San or , FL 32772 CLERK'S 4 2015095479 State of Florida RECORDED OS/05/2015 11:31.:5i All RECORDING FEES $10.00 RECORDED BY hdevore NOTICE OF COMMENCEMENT Permit Number — Q1o3D Parcel ID Number (PID) 25-19-30-5AI-1014-0050 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) LOTS 5 + 6 BLK 10 TR 14 SEMINOLE PARK PB 2 PG 75 GENERAL DESCRIPTION OF IMPROVEMENT New Residential Duplex OWNER INFORMATION Name and address: Emory & Gladys Green 2181 Brisson Ave., Sanford, FL 32771 Name and address of Fee Simple Title Holder (if other than owner) : CONTRACTOR Name and address RLH Construction P. O. Box 0625, Sanford, FL 32772 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date Is 1 year from date of recording unless a different date Is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS 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. j y STAT OF1'Jf1 t rIorI60COUNTYOFit - 111 4 13 3•5." OWNERS SIGNATURE OWNERS PRINTED NAME x f X11 NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign In his or her stead,"' , LL The foregoing instrument was acknowledged before me this day of A G fru. ` by . Who Is personally known to me Name of perscn making tatemenl W OR who has produced identification produced 0 0 p type of Identification g a VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. Z j 0 UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT a ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. v t oc SIGNATURE OF NA RAL ERSON SIGNING ABOVE O i J Cc x a z CEUASSNARDI Cc fcr A MY COMMISXW,# ¢F 166668 y 0u i Y EXPIRES: November 16,2D18 Not Sig at e v v v, m lit fM • Bonded Thor Nally Public "Witbn