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1600 W 5 St Permit apps New clubhouse
V. A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / - - 3 % 3 Documented Construction Value: $ `A rC \ 4, 4 - oS Job Address: 1 (6 7 N r kbIA MfZ, Historic District: Yes No Parcel ID: r)5- !' a -0711 Residential Commercial Type of Work: New V1 Addition Alteration Repair Demo Change of Use Move Description of Work: PIanRIWw onta PL on: V'n 6j(Y)aK5'WJeXGTitle:;G41 Phone: n' da Fax: Email: UPlGfnQQLk JA/tk-n- V M Property Owner Information Name 5 I'ii/1 Street: . City, State Zip:T Il A 3 ulo Phone: Resident of property? : l-ta Contractor Information Name r ` aM l wn, (; . Phone: qb- i- 1 1 I Street: Ave— Fax: City, State Zip: (A) It'., P- 3Q'gn State License No.: UEL (5-7 Architect/ Engineer Information Name: Phon Street: Fax: City, St, Zip: E-= Bonding Company: Mortgage L Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING -YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application w/ 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 construgjAn and zoning. Signature of Owner/Agent Dale Si utrc o(tor/Agcnt Date Print Owner/Agent's Name Print Contractor/Agent's 'nine Signature of Notary -State of Florida Date Signature or Notary -State of F: RWlicStateofFlorida Wilsonssion FF 180366/ 04/ 2019Owner/Agent is Personally Known to Me or Contractor/Agent is ersonaynown to Mc or Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I Documented Construction Value: S o7 I _ q p 7, &0 Job Address: 1600 West 5th Street - Clubhouse Historic District: Yes No 0 Parcel ID: 25-19-30-5AG-0717-0000 Residential Commercial 0 Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New construction of Clubhouse based on plans submitted for Master Permit #17-373 Plan Review Contact Person: Phone: Name SP SG Apartments LLC. Street: 5403 W. Grey Street City, State Zip: Tampa, FL 33609 Title: Fax: Email: 1Er1 G /U , e.u Property Owner Information Phone: 800.472.8048 Resident of property? : No Contractor Information Name Ace Electrical Service of North Florida Phone: 904.322.7138 Street: 3139 Walnut Street Fax: 904.322.7140 City, State Zip: Jacksonville, FL 32206 State License No.: EC 13005842 Architect/Engineer Information Name: Architectonics Studio Street: 218 5th Ave Phone: 727.323.5676 Fax: 727.323.5826 City, St, Zip: St. Petersburg, FL 33701 E-mail: Info@,ArchitectonicsStudio.com Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAI' 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 1053 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 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. Z12n Z ZZ==== Signature of O%%ner/Agent Date Signature of Contractor/Agent Date Print owner/Agent's Tame Signaturc ot'Notary-State of Florida Owner/Agent is Produced ID 1 Xn SO. n erg Print Contractor/Agent's Name e, 7 Date ignattue of Notary -State or Florida Date Notary Pubk State of Florlde CttAUWr W McCo nft My CanmUalon FF 942702 a Ic)(1*68 12/10=19 Personally Known to Me or Contractor/Agent is ersona y no to Me or Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Leads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30.2015 Permit Application A49F ELECTRICAL SERVICES o1 N. Fr., Inc 3139 Walnut Street Jacksonville, Florida 32206 Date: M/2016 TO: VAUGNBA Y CONSTRUCTION Project: Seminole Gardens 191165 * A West 1600 W 51h Street Tacoma, WA 98466 Sanford FL32771 Ace Electrical Service Of North Florida, Inc. proposes to fumish all labor and material to complete the following scope of work: Install new 200 amp service to include new panel , meter center and underground wiring to transformer Provide and install I inersystem bonding terminations per NEC 250.94 Provide and install 1 grounding electrode system that will be connected at the service and to the inersystem bonding termination. Install wiring for and connect 24 type "D" recess can lights Install wiring for and connect 17 type "C" fluorescent cloud lights in offices Install wiring for and connect 3 type "B" 4FT. lights Install wiring for and connect 1 type "A" outdoor ceiling fan Install wiring for and connect 2 bath room exhaust fans Install wiring for and connect 11 type "EM" emergency lights Install wiring for and connect 5 type "X" exit light Install wiring for and connect 4 type "S" outside wall lights Install wiring for and connect 1 time clock and photo cell for outside lighting Install wiring for and connect 34 general porpoise receptacles Install underground wiring in slab and connect 1 floor box receptacle Install underground wiring in slab and connect 1 floor box Data outlet Install wiring for and connect 5 GFI receptacles Install wiring for and connect 1 I single pole switch Install wiring for and connect 6— 3 way switches Install wiring for and connect 4 occupancy sensors Install wiring for and connect 11 phone/data outlets Install wiring for and connect I refrigerator circuit Install wiring for and connect 2 kitchen counter top circuits Install wiring for and connect I dedicated circuit for copier Install wiring for and connect 1 circuit for water cooler Install wiring for and connect 4500 watt water heater Install wiring for and connect 2 Heat / A/C split system Install wiring for and connect l weather proof GFI receptacle with in 25ft of A/C unit. OUR PRICE ....................$21,907.00 Commercial * Residential * Industrial^ t``( l. Fax: (904) 322-7140 EC13005842 plot STEPANEK-LEWIS AND ASSOCIATES CONSULTING MECHANICAL ENGINEERS April 5, 2017 City of Sanford Building and Fire Prevention Division 300 N. Park Ave. Sanford, FL 32771 Ref: Seminole Gardens Apartments 1600 W 51h Street Sanford, FL 32771 CERT. AUTH. 8397 This letter is to confirm various field changes made to the drawings, and that we take no exception to these changes, as follows: 1.) The owner has elected to use 15-SEER split systems in lieu of the specified 16- SEER systems on sheet MI. 1. These alternate systems meet the 2014 FBC- Energy Conservation Code (ECC) and provide the required cooling and heating on the plans. A/H# 1--- FB4CNp018----- CA 14NA018-1 BED A/H#2--- FFAMNP019---- CAI 4NA018-2 BED A/H#3--- FB4CNP025----- CA14NA024 --- 3 BED 2.) The test and balance report for engineer's review on sheet M1.1, is not required by 2014 FBC-ECC, as these systems are less than 15-tons each and thus the contractor can balance them on his own. 3.) The ground floor A/H's do not require condensate pumps as they are able to drain by gravity. 4.) The intent of the Plumbing Specifications on sheet P1.1 to provide sleeves where piping penetrates concrete floors or walls is for new piping only, and existing piping shall remain as -is. 5.) The intent of the Plumbing Specifications on sheet P 1.1 to provide cleanouts outside is for new piping only, and existing piping shall remain as -is. i, Xd or 2257 Twelve Oaks Way, Ste 103 * Wesley Chapel * Florida * 33544 * 813-991-1248 Page-2 Seminole Gardens 6.) Insulation has been omitted from hot water piping since this piping does not have temperature maintenance devices such as heat trace or recirculation pumps, as allowed by FBC-Plumbing (607.5). Please let us know if you have any questions. Sincerely, Stepanek -Lewis and Associates GENS. No. 56189 _ SV TE J; Matthew D. Lewis, PE `•••OR ` FL Reg 56189 dS C1J r d1 SP1 lli 2257 Twelve Oaks Way, Ste 103 ' Wesley Chapel ' Florida " 33544 ` 813-991-1248 i f RCHITECTONICS Lic. # AA-0003347 2600 Dr. MLK Jr. Street N. Suite 600, St. Petersburg, FL. 33704 p) 727-323-5676 (f) 727-323-5826 info@architectonicsstudio.com www.architectonicsstudio.com April 5, 2017 City of Sanford Building and Fire Prevention Division 300 N. Park Ave. Sanford, FL 32771 Re: Seminole Gardens Apartments 1600 W 5th St Sanford, FL 32771 Field Directives for Discovered conditions — Permit 16-950 BLDG 4 16-963 BLDG 15 16-979 BLDG 30 16-948 BLDG 1 16-962 BLDG 15 16-978 BLDG 29 16-984 BLDG 13 16-961 BLDG 15 16-977 BLDG 28 16-952 BLDG 6 16-960 BLDG 14 16-976 BLDG 27 16-953 BLDG 7 16-959 BLDG 12 16-975 BLDG 26 16-954 BLDG 8 16-958 BLDG 11 16-974 BLDG 26 16-955 BLDG 9 16-957 BLDG 10 16-973 BLDG 25 16-951 BLDG 5 16-956 BLDG 2 16-972 BLDG 24 16-967 BLDG 19 16-971 BLDG 23 16-983 BLDG 33 16-966 BLDG 18 16-970 BLDG 22 16-982 BLDG 20 16-965 BLDG 17 16-969 BLDG 3 16-981 BLDG 31 16-964 BLDG 16 16-968 BLDG 21 16-980 BLDG 32 Please be advised we are writing this letter to confirm in field clarifications or additions to the drawings. The changes are as follows; 1. The wall hung A/C units have been hung to the masonry wall with the bracket FFAMANP019 provided by the a/c manufacturer. This has been fastened to the CMU with (6) `/" x 4" hex head tapcons. No additional reinforcing is needed since the units are 1.5 ton units. 2. The exterior compressors angle wall brackets manufactured by diversitech have been fastened to the masonry wall with (3) ``/z" x 3 ``/2" self drill red head anchors per bracket. Each unit is supported by 2 angle wall brackets. Compressor is r- fastened to angle brackets with (4) BMP International mechanical unit steel tie - down clips each fastened to unit with (2) #12 self tapping screws and to the angle bracket with and (1) #12 self tapping screw. If I can be of further assistance, please call me at 727-323-5676. Sincerely, Michael Arrigo Architect - Vice President AR0017335 ito] MOIkiI WA 4IIA EVAMM144 I ProdUCt Air Conditioner Mounting Brackets Application Air conditioning condensers Advantages These heavy dutyh_2 gauge steel AC brackets are perfect for hanging A/C condensers and heat pumps outside the home. Mount at any height to allow for easy maintenance under units. No need to wait for finished grade or landscaping prior to installation of AC unit. Pre - punched 17/32" holes will accommodate'/2" bolts for easy installation. Powder coated gray finish. Dimensions Use the following illustration for bracket dimensions: A B if 17C ACB- 3O: (A)3O" (B)16" (C)34" ACB- 36: (C)39" CB- 427(A)42-(B)16 "_(C43 ) ACB- 48: (A)48" (B)16" (C)51 " oad Capability bOO lbs. per,pair, dependant onwall and hardware Bracket Weight ACB-30: 5.2lbs., ACB-36: 5.8lbs.,(ACB-42:6.8lbs, and each) AC B-48: 7.6 lbs Bracket Width 1.5 inches' Producer of Goods Diversi tech Domestic/ Foreign Domestic Commodity SKU Specific Package Metrics Catalog No. Description Size UPC Order Multiple ACB- 30 30 inches 095247090259 1 ACB- 36 Air Winches 095247090266 1 7/ ACB- 42 Conditioner Bracket 42 inches 095247090273 1 ACB- 48 48 inches 095247124572 1 DiversiTech Corporation . 6650 Sugarloaf Parkway Duluth, GA 30097 www. diversitech.com Al ditione Mr r.I/A# 6-(J-m S+ VAUGHN BAY CONSTRUCTION Vaughn -Bay Construction: 5403 West Gray Street, Tampa, FI.33609 — License CBC1255653 To: City of Sanford Building Department Date: 3/2/17 Location: Seminole Garden Apartments Mr. Dave Aldrich, We are requesting an occupancy level located at 1600 West 5th street on phase 1 of the construction renovation. These units will serve as temporary dwelling units while we continue the renovations on further buildings. We understand the importance of closing the permits for a Certificate of Completion or Certificate of Occupancy, however a temporary C.O. or C.C. is currently unavailable with the building department. We have passed all Mechanical, Electrical, Plumbing, and Fire inspections in concern with these buildings and would like to occupy them to keep in the lenders and owners guidelines. Please accept this request as we will still need to close out these permit numbers and any exterior pending items will need to be completed before C.C. or C.O. is gained. Requesting occupancy on: Building 19: Units 59 & 60 Permit Number: 16-967 Building 22: Units 69, 70, 71, & 72 Permit Number: 16-970 Building 23: Units 73, 74, 75, & 76 Permit Number: 16-971 Building 24: Units 77 & 78 Permit Number: 16-972 Vaughn Bav Construction: nford: SEMINOLE GARDENS NEW CLUBHOUSE/LEASING OFFICE Scope Vendor Cost INTERIOR Gray & Gray 34,300 FITNESS RM MIRROR Gray & Gray 2,080 HVAC All Weather 17,690 PLUMBING David Gray 14,250 ELECTRIC Ace Electric 21,907 APPLIANCES GE 1,065 4yr Extended Warranty $178 RENT DROP BOX Salsbury 187 WINDOWS Bozarth 4,261 INTERIOR WINDOWS Bozarth 4,095 FLOORING Lifestyles 8,510 ROOF Foster 6,270 CABINETS ACPI 7,917 SIDING Grace Vinyl 13,648 FOUNDATION All Weather 27,150 FRAMING All Weather 33,215 EXTERIOR DOORS Bozarth 5,038 STUCCO AFI Const 6,780 IRRIGATION WELL Creekside 18,475 CAMERA CHANGES FOR CLBHS Royce 1,482 STONE FOR COLUMNS AFI Const 3,980 CLEANING Service Master 636 TOTAL 232,936 9/20/2016 SEMINOLE GARDENS Compactor Scope Vendor Cost Finished Shell Atlantic 43,000 Compactor Warfel 28,894 Railing Accurate 5,800 Stucco AFI 3,500 Electrical Ace Elec 2,410 Total 83,604 9/2/2016 ECEIVE CITY OF SANFORD FEB 7 2017 BUILDING & FIRE PREVENTION IR 9 PERMIT APPLICATION BY: Application No: — 7 02 3 7, 5-.9 , 2 Documented Construction Value: $ , CEO Job Address: l(t' n t 1 - ;c - C,lh4 hM v- Historic District: Yes No El Parcel ID: ZS-19 - 30 -SAL - U-1 t`- Residential Commercial Q Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: an,_-'ej Tz ?--vLc • Phone: -12.-1-420 — (Zso Fax: N4A Email: ,. V4vc.H,•'v c t ,neT Property Owner Information N V A,y , A/C T' Name SQ 50- AP-n(—e r%-cs LL G Phone: 'M3 -2$$' (A> Street: _9 03 W , C Mu `JTM49_ Resident of property?: n c City, State Zip: rt Contractor Information NameyAuCjhn bA -j CA b=r\t&)or1 Phone: ZS"3-L,S\ Z(o12 Street: 19 tl U9 31 , Atie. L'i Fax: 2S3 - .s(oN -2,G7 City, State Zip: State License No.: C3U12ssC, 13 Architect/ Engineer Information Name: _ A rc,%rwr Lz-teU--:t. tli;o ,in c. Phone: -12'1 - 323 -Sty ext 10 Street: ' Dr. Mckriin 1.13&e r lLi nk -I'R S7. IR, boo Fax: -7171 - 3Z 3 - $ 252.(o City, St, Zip: t,za h=t FL 33,0E-mail: MAQ0)AS-1,coM Bonding Company: Pgj, g t2 1", C--g\cum r` <o Mortgage Lender: TG k_ Address: Address: G'LS W, GJV:e I 4CA Wka i tiol Grra'x V*1rne. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code 14Y 13L_ j Revised: June 30, 2015 50 2l Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. h6A f IIt- alb Signature of Owner/Ag t ' / Date VSCCk,,r)a.&- cc Print Owner/Agent's Name I / I-- 1201 -:- I I to( Signature of ConGi ctor/Agent Date SO,M ue I 19ozar4-1i Print Contractor/Agent's Name _ J`'ar o • V — ,annp BRIANNE E HEFFNER ' BRIANN E HEFFNER Notary Public - State of Florida ? Notary Public •State of Florida ommission N FF 999378 Commission FF 999378 a Comm. Expires Oct 1. 2020 ?af.;:•' My Comm. ires Oct 1. 2020 Owner/Agent is Pecs a or Co Im to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: ,tee Occupancy Use: e& Irt;/er r '(Flood Zone: Total Sq Ft of Bldg: / 7.3 Min. Occupancy Load: 0.vO of Stories: Qu, New Construction: Electric - # of Amps Zoo Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 42Z , v 7-Z = WASTE WATER: E: BUILDING: Revised: June 30, 2015 Permit Application Important Points j . The BVD is not intended to apply to alterations or repairs to existing buildings. Because the scope of alterations or repairs to an existing building varies so greatly, the Square Foot Construction Costs table does not reflect accurate values for that purpose. However, the Square Foot Construction Costs table can be used to determine the cost of an addition that is basically a stand-alone building which happens to be attached to an existing building. In the case of such additions, the only alterations to the existing building would involve the attachment of the addition to the existing building and the openings between the addition and the existing building. For purposes of establishing the Permit Fee Multiplier, the estimated total annual construction value for a given time period (1 year) is the sum of each building's value (Gross Area x Square Foot Construction Cost) for that time period (e.g., 1 year). The Square Foot Construction Cost does not include the price of the land on which the building is built. The Square Foot Construction Cost takes into account everything from foundation work to the roof structure and coverings but does not include the price of the land. The cost of the land does not affect the cost of related code enforcement activities and is not included in the Square Foot Construction Cost. Square Foot Construction Costs a, b, , d Group (2015 International Building Code) IA IB IIA IIB IIIA IIIB IV VA VB A-1 Assembly, theaters, with stage 226.92 219.10 213.80 205.04 192.95 187.36 198.56 176.18 169.73 A-1 Assembly, theaters, without stage 207.97 200.15 194.85 186.09 174.15 168.55 179.61 157.38 150.92 A-2 Assembly, nightclubs 177.49 172.34 167.98 161.18 151.95 147.76 155.52 137.58 132.93 A-2 Assembly, restaurants, bars, banquet halls 176.49 171.34 165.98 160.18 149.95 146.76 154.52 135.58 131.93 A-3 Assembly, churches 209.94 202.13 196.83 188.07 176.32 170.72 181.59 159.54 153.09 A-3 Assembly, general, community halls, libraries, museums 175.12 167.31 161.01 153.25 140.50 135.90 146.77 123.72 118.27 A-4 Assembly, arenas 206.97 199.15 192.85 185.09 172.15 167.55 178.61 155.38 149.92 B Business 181.12 174.43 168.67 160.26 146.18 140.70 153.97 128.34 122.72 E Educational 192.29 185.47 180.15 172.12 1 160.72 152.55 166.18 1 140.46 136.18 F-1 Factory and industrial, moderate hazard 108.53 103.54 97.56 93.81 84.17 80.36 89.86 70.57 66.08 F-2 Factory and industrial, low hazard 107.53 102.54 97.56 92.81 84.17 79.36 88.86 70.57 65.08 H-1 High Hazard, explosives 101.60 96.60 91.63 86.88 78.44 73.62 82.93 64.84 N.P. H234 High Hazard 101.60 96.60 91.63 86.88 78.44 73.62 82.93 64.84 59.35 H-5 HPM 181.12 174.43 168.67 160.26 146.18 140.70 153.97 128.34 122.72 1-1 Institutional, supervised environment 180.72 174.14 169.28 161.12 149.06 145.04 161.12 133.69 129.43 1-2 Institutional, hospitals 304.80 298.11 292.36 283.95 268.92 N.P. 277.65 251.09 N.P. 1-2 Institutional, nursing homes 211.20 204.51 198.75 190.34 177.26 N.P. 184.05 159.42 N.P. 1-3 Institutional, restrained 206.08 199.38 193.63 185.22 172.62 166.14 178.93 154.78 147.16 I-4 Institutional, day care facilities 180.72 174.14 169.28 161.12 149.06 145.04 161.12 133.69 129.43 M Mercantile 132.23 127.09 121.73 115.92 106.18 102.99 110.26 91.82 88.16 R-1 Residential, hotels 182.28 175.70 170.83 162.68 150.87 146.84 162.68 135.49 131.23 R-2 Residential, multiple family 152.86 146.27 141.41 133.25 122.04 118.01 133.25 106.66 102.41 R-3 Residential, one- and two-family 143.93 139.97 136.51 132.83 127.95 124.61 130.57 119.73 112.65 R-4 Residential, care/assisted living facilities 180.72 174.14 169.28 161.12 149.06 145.04 1 161.12 133.69 129.43 S-1 Storage, moderate hazard 100.60 95.60 89.63 85.88 76.44 72.62 81.93 62.84 58.35 S-2 Storage, low hazard 99.60 94.60 89.63 84.88 76.44 71.62 80.93 62.84 57.35 U Utility, miscellaneous 77.82 73.48 69.04 65.52 59.23 55.31 62.58 46.83 44.63 a. Private Garages use Utility, miscellaneous b. Unfinished basements (all use group) = $15.00 per sq. ft. c. For shell only buildings deduct 20 percent d. N.P. = not permitted FEB 7 2017 ECEIVE RV. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: % -% — .3 Documented Construction Value: $ }( , , CQ T Job Address: I( n (ki f5ceeT - e lt,,tn„,, Historic District: Yes No El Parcel ID: Z19-19 - 30 - SSA - U-7 k-7 - 06 o r--> Residential Commercial Q Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: C_or-gi r u ar n ecw t..auKJ ,a o%t, f LP.e St r.r, 0 +rE3 of C"s(16 L'u Plan Review Contact Person: r n z '(Z ?_T'-Lc Title: CC CG c Cn CZ z P T Phone: " 12--1-42o = 12So Fax: N4tg Email: c V1Iiocut ,nC7' o — Property Owner Information Name SQ 5(r fAPC M(-e,--es Lt_ C, Phone: Street: 5-4103 w. Cc-r_-s.4 STM,- Resident of property?: nc City, State Zip: i t (=l. 33(00 q Contractor Information Name \ JAu")kr' tt CABS r%_Na)OtJ Phone: ZS`3-uS\ Street: t i (I (. GMT A-ce. C j Fax: City, State Zip: State License No.: C3C 12SSC, S 3 Architect/ Engineer Information Name: Phone: -12-1 - 323 - 5( e c+ 10 lZ Street: 2c9ov 'DDr. Margin lzklntr 'NA—M_ SY, k4,Wo Fax:17.7I City, St, Zip: , 4-crz : c . F+ 3 ', o `'i E-mail: M A fti C:0 47 1 Sti i,c,oM v Bonding Company: gtrt4,,,2 J, C--.ritocr`FGo Mortgage Lender: 7 (,L_ Address: °Fb' z \,4 2g2S Address: G2S W. QA: fr, '5C. 4Cta.a , Wk a?ktiol C;-ra-m'e r..e WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Aglot 113ate Signature of Contractor/Agent Date Swf+ Scckj ci /' V,' cc l rzsl'o&t Salmi ue- I IgoZur4fi Print Owner/Agent's Name / Print Contractor/Agent's Name l I'a' 201 ( Q-— Signature f -S to f lorid Date Signature of Notary -State of lori 1 ip • BRIANNE E HEFFNER c ' ••, BRIANN E HEFFNER t': Notary Public - State of Florida ' : : = Notary Public - State of Florida ommission FF 999378 ":,y og Commission FF 99937ti o;;; Comm. Expires Oct 1, 2020 ?o :• My Comm. fires Oct 1, 2020 Owner/ Agentzs Pere a or co to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: =Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING• UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: 0 60 MQ tlLg_Qy-1 i2a f(qAS , Revised: June 30, 2015 Permit Application ECEIV CITY OF SANFORD LoFEB 7 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION BYQ Application No: — % . Documented Construction Value: $ 44 (< 1?f-)C), C)Q Job Address: I (f Q ( -(- - el tn\nmd Historic District: Yes No El Parcel ID: Residential Commercial Q Type of Work: New V] Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: `t j.C-, Phone: " 1-L1-cAeL0 — 1254 Fax: N119 Email: Property Owner Information Name SQ 5(r fA RC M(-•e,--rs I-L(:, Phone: ('3 -288 ' Co-x%6 Street: 15'y 03 W. C rc..l JTI--AT Resident of property?: Q(' City, State Zip: iArnpE, k (= l, 33tao q Contractor Information Name n tI C:onS7-tr%0m tj Phone: ZS`3-65'\ Z G k ,- Street: 1' (I A-ce. W Fax: 2S 3 - 5cc,y - VI (at_ City, State Zip: State License No.: Ci3C 1 ZSS(, 5 3 Architect/Engineer Information Name: Phone: -i 2-1 - `523 -S(o-,T ex+ 10 ) maize Street: ?- o(1y 'Dr: Mav io% 1.dAe r Y-I m -it ST, 141 boo Fax: -12.-I - 3Z S - 5-6 "(0 City, St, Zip: S;, 4 rcr<v,,; F L. ?3 7, 0 1'1 E-mail: M A ( (C o Bonding Company: Cir;iko r- <6 Mortgage Lender: Gi _ Address: OPb '_,A 2g2S Address: VLI W. Qiz)V <, q CA . W k of ?m 0) Grra;ae V e, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. li 11- old I I Signature of Owner/A Imte Signature of Contractor/Agent Date S">++ SCCL*nezj!i ,sr o(ak Sal' -I (Aif- I 12,o2ar+4) Print Owner/Agent's Name Print Contractor/Agent's Name lam' L-0(— ( 1 2r7 — Signature f -S to f Ploridi Dale Signature ofNotary-State of lori I Dale BRIANNE E HEFFNER ?o" ";;-, BRIANN E HEFFNER Notary Public -State of Florida _':. :"'_ Notary Public -State of Florida ommission N FF 999378 yc Commission FF 999378 My Comm. Tres Oct 1, 2020F°F dCamm. Expires Oct 1.2020 '%oFr;•' Owner/Agent-is PeFs a or Co to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: =Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: 2 % BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: February 15, 2017 Project: Clubhouse Contact Person: Samuel Bozarth Job Address: 1600 W. 51h Street Contact Phone Number: Application Number: 17-373 Contact E-mail: sam@vaughnbay.net Contact Fax Number: ARCHITECTURAL 1. No comment. STRUCTURAL 1. Submit two sets of truss engineering and lay out sheets. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. No comment. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner Deen, Joy From: Deen, Joy Sent: Monday, February 20, 2017 9:24 AM To: 'sam@vaughnbay.net' Subject: 17-373 Attachments: 17-373.pdf Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 E C E C Vs# E CITY OF SANFORD FEB 7 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: % — Documented Construction Value: $ 0 ( ,?<)C),yO Job Address: I (a(, (1 (j . ftceET - Ck LAD&Ln, I y, Historic District: Yes No El Parcel ID: 25-19 - 3 0 - SAL- 07 k . - UL5 O < Residential Commercial Q Type of Work' New Addition Alteration Repair Demo Change of Use Move Description of Work: CC,r);;z Guar ne?w OubL.cust, f 1-ee5tr.n nf'''r ctr t'xi-Zip muc•r- , ; l 4 Ac3 c-r,--,.-r r e ,`1p v Plan Review Contact Person: _rr,,,,i1 '(22c;cr. Title: Phone:-12'1-L120 — 12So Fax: rN409 Email: Property Owner Information Name SQ 5(r qR,T*X(Y•e m-.s i_t_ G Phone: W'3 -288 Street: 5-i-i 03 W . [ re s4 `JTt` A - Resident of property?: n c) City, State Zip: inE=PE' Contractor Information NameycAu:)h n _tAu CArSTru&,oa Phone: 2S`3-t,5'\ - Z6 \2 Street: 1')l l b9—t'--, A.ce, w Fax: City, State Zip: State License No.: 03C A 2SS(, 3 Architect/ Engineer Information Name: ' Z_FN:V:o . Znc. Phone: seize — Street: ?- C9U1,3 'Dr. Mar iR l.Oine.r ' iAa at ST, 600 Fax:-I-L:-1 - IO `' - r 1,CooPA City, St, Zip: S,, 4- zcr: c . Fl_ 3 ' `•'i E-mail: t-'IA c? :cl ti Bonding Company: P(Zjy ,rr 1. C--rikac,r`(-Co Mortgage Lender: T(,L. Address: ` '' Scams 2`32S Address: Co'LC W. Col r, . Utz W k q. Rti 01 C-rasDe yr s. e- WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 1 1 Permit Application 2 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. Signature of Owner/Ag t Date S 604+ .SCC%.r' ly i tC 1101eSi -wa Print Owner/Agent's Name T 1 t-- IZ0(-: Signature of Contractor/Agent Date sown ue- I P,ozar+-fi Print Contractor/Agent's Name _ Sky pu; v — o 1111:., BRIANNE E HEFFNER o:ar'r' BRIANNE E HEFFNER r+'"r•9., Notary Public -Slate of florlda ? : Notary Public - State of Florida ommission # FF 999378 ?y°.' Commission #rFF 99937t1 ol , Comm. Expires Oct 1, 2020 %;oF F My Comm. res Oct 1, 2020 Owner/ Agent-is Pers a or Co /L to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: =Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: Fire Alarm Permit: Yes No UTILITIES: W6 0 "1/? WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CEI Ali E CITY OF SANFORD FEB 7 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION s D. BY. Application No: /-7_ 37,3 Documented Construction Value: $ 4410 ,?J::)o, CQ Job Address: I („(' (1 ( - \cT — eltrtn,, Historic District: Yes No Parcel ID: Residential Commercial Q Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Co ;, r u -r new Ca lei..t, P.e; r c, c, : at t'.ci T Plan Review Contact Person: r „, zl '(Z `t c:c,• Title: Cr,G Tc c C P Phone: " 12.'1-420 = 12Sa Fax: hl.4A Email: ,V4.,c,,`c ,ne7r Property Owner Information Name SP 5(r (A PC M(-•e m-v s L-LC Phone: Street: 5-4i 03 W . C cn—s4 OJT! e, e"r Resident of property? : n (,) City, State Zip: ino,= , t r L (0 q Contractor Information Namey Cky4k n 4 C 0"S=r%'A 0 -1 Phone: ZS` 3 - Lo S*\ • Z6 k (— Street: t) (l b0tl A-ce. (,-j Fax: City, State Zip: State License No.: Arch itectlEng1neer Information Name: Phone: 10 ) Street: 2c9uv 'Nr, Marekn L dne r Y iAc iQ SY, % b0c) Fax:12-1 - 3Z 3 - S '•_(o City, St, Zip: S. t-ccrs : . F L 3 7, o `') E-mail: M A rr 14 ov2 rr1 s% - Bonding Company: T:y?n r,,,2 J, C-rpika*Co Mortgage Lender: T G. L Address: Address: GO, W. yC; tQ'—d. , Wei otFg0) G r0 V*,. e- WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature, of O/wnner/Ag t / Date YJ Signature of Contractor/Agent Date Sv"Tr-Si°Clc rlC' Vi CC ToIeSI OLk tgal Y1 Uf- I IgOZdr+ll Print Owner/Agent's Name ! Print Contractor/Agent's Name Signature f -S to f Ploddi Dale Signature ofNotary-State of lori l o`'• BRIANNE E HEFFNER g.z BRIANN E HEFFNERr: Notary Public •State of Florida ' 2 Notary Public - State of FloridaommissionFF999378CommissionFF999378OF..' Comm. Expires Oct 1, 2020 Ilio,n t, M Comm. ires Oct 1. 2020 Owner/Agent-is Pegs a or Co y to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: =Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: 8' 2 BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application R 0 f CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: Z -1)I PERMIT NUMBER: BUSINESS/PROJECT NAME: CUL1 C(.Ve v ADDRESS: &-m tv. S"'`4 -o CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES (fol;l TOTAL FEES. 2 V. S) Jami Forte / Planning Coordinator l Impact Fees & Concurrency Seminole County Planning and Development / Business office / Building Div. 1101 East First Street / Sanford, FL 32771 / 407-665-7356 / orte e, seminolecountyfl.gov sa fi In'. A'". o. We are paperless! Please submit electronically... NEW.! Digital Signature Appearance Requirements for all Licensed Design Professionals Click to find out more: Planning & Development I Building Permitting I Digital Signature Requirements Customer Service, our top priority. www.seminolecountyfl.qov/devcustomersurvey From: Sharon McGilvary [mailto:s.mcgilvary1891@gmail.coml Sent: Thursday, June 16, 2016 7:34 AM To: Riley, Sandra <SRiley@seminolecountyfl.gov>; Forte, Jami <JForte@seminolecountyfl.gov> Subject: Impact Fee Application Plans Sent from Mail for Windows 10 Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. 4 Customer Service, our top priority. www.seminolecountvfl.qov/devcustomersurvey From: James Lippincott [mailto:iames@vauehnbay.net] Sent: Thursday, June 16, 2016 9:07 AM To: Forte, Jami <JForte@seminolecountyfl.gov>; Sharon McGilvary <s.mcgilvary1891@gmail.com> Subject: RE: Impact Fee Application Plans Jami, Please see below. + Eileen sent me the attachment as well. Thank You James From: Hinson, Eileen[mailto:EILEEN.HINSON@Sanfordfl.gov] Sent: Monday, March 21, 2016 2:30 PM To: James Lippincott <james@vauehnbay.net> Cc: Colbert, Sabreena<Sabreena.Colbert@Sanfordfl.gov>; Smith, Jordan <Jordan.Smith@Sanfordfl.gov> Subject: RE: Seminole Gardens Apartments Mr. Lippincott Given the age of the complex, the addressing does not conform to current standards. My records have the apartments addressed as 1600 W 5th Street, Unit No. XXX. I have attached a layout and addressing list for your use. In addition, our computer system has the addresses entered as blocks of units. I am not sure if it will help, but the blocks of units are as follows: 1600 W 5TH ST 1-2 1600 W 5TH ST 3-6 1600 W 5TH ST 7-10 1600 W 5TH ST 11-14 1600 W 5TH ST 15-18 1600 W 5TH ST 19-20 1600 W 5TH ST 21-22 1600 W 5TH ST 23-26 1600 W 5TH ST 27-30 1600 W 5TH ST 31-34 1600 W 5TH ST 35-38 1600 W 5TH ST 39-40 1600 W 5TH ST 42-45 1600 W 5TH ST 46 1600 W 5TH ST 47 1600 W 5TH ST 48 1600 W 5TH ST 49-52 2 Bland, Annette From: Forte, Jami <JForte@seminolecountyfl.gov> Sent: Monday, March 06, 2017 1:37 PM To: Bland, Annette Subject: RE: Seminole Gardens Apts. - Revitalization project Yes it does if it's for just a Club house/leasing office and NO new apt. units. From: Bland, Annette [mailto:Annette.Bland@Sanfordfl.gov] Sent: Monday, March 06, 2017 12:57 PM To: Forte, Jami <JForte@seminolecountyfl.gov> Subject: FW: Seminole Gardens Apts. - Revitalization project Address 1600 W 5TM St Good afternoon Jamie, does this email stand if they are constructing a new clubhouse/leasing office @ existing multi family apartment complex. Contractor is Vaughn Bay Construction Phone # 727 420 725 From: Forte, Jami [mailto:JForte@seminolecountyfl.gov] Sent: Thursday, June 16, 2016 11:20 AM To: lames Lippincott <iames@vaughnbay.net>; Sharon McGilvary <s.mcgilvary1891@gmail.com> Cc: Blanton, Deborah<DEBORAH.BLANTON@Sanfordfl.gov>; Scott, Annette <ANNETTE.SCOTT@Sanfordfl.gov>; Johnson, JoAnn <JOANN.JOHNSON@Sanfordfl.gov> Subject: Seminole Gardens Apts. - Revitalization project Ok lames, 1 spoke with Debbie at the city and confirmed that this is an existing apartment complex being revitalized, and no "new" apartments are being added, and so with that said there are no new impact fees for this project and no statement is required. Please don't hesitate to let me know if your questions and concerns have been answered sufficiently or if additional information is necessary. Best Regards, Jami Forte / Planning Coordinator / Impact Fees & Concurrency Seminole County Planning and Development / Business office / Building Div. 1101 East First Street / Sanford, FL 32771 / 407-665-7356 / orte eseminolecountx .gov Sr+:a Can7v We are paperlessr Please submit electronically.. NEW. Digital Signature Appearance Requirements for all Licensed Design Professionals Click to find out more: Planning & Development I Building Permitting I Digital Signature Requirements 1 1600 W 5TH ST 53-56 1600 W 5TH ST 57-58 1600 W 5TH ST 59-64 1600 W 5TH ST 65-70 1600 W 5TH ST 71-72 1600 W 5TH ST 73-76 1600 W 5TH ST 77-78 1600 W 5TH ST 79-80 1600 W 5TH ST 81 1600 W 5TH ST 82-84 1600 W 5TH ST 85-88 1600 W 5TH ST 89-92 1600 W 5TH ST 93-96 1600 W 5TH ST 97-98 1600 W 5TH ST 99- 102 1600 W 5TH ST 103-106 1600 W 5TH ST 46-48 108 1600 W 5TH ST 107 1600 W 5TH ST 108 . Let me know if you have any questions regarding the above and the attached. Thank you. Eileen Hinson, AICP Development Services Manager Planning and Development Services City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 Phone: 407.688.5147 Fax: 407.688.5141 hinsone@sanfordfl.eov www.sanfordfl.gov From: Forte, Jami[mailto:JForte@seminolecountyfl.gov] Sent: Thursday, June 16, 2016 8:45 AM To: Sharon McGilvary <s.mcgilvary1891@gmail.com> Cc: James Lippincott <james@vaughnbay.net> Subject: RE: Impact Fee Application Plans Good morning Sharon, The application submitted states that there are 34 buildings, can you tell me if each building has been addressed individually? Are they all just 1600 W. 5th St. ? Please advise at Your earliest convenience. Best Regards, 3 INSPECTION SEQUENCE BP# /;- 9 ? 3 ADDRESS: u/. S;— BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback Stemwall Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough Firewall Screw Pattern 70 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) wall signs ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final REVISED: June 2014 Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge Summit@ Fla/Com-2015, Effective Date: June 30, 2015' ASHRAE 90.1-2010: Energy Cost Budget Option PERMIT /7- 3-73 s Aim Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: This Checklist I An Input report generated from the software just after completing compliance calculations without any further changes The full compliance report generated by the software that contains the project summary, complaince summary, certifications and detailed component compliance reports Boxes appropriately checked in the Miscellanous report generated by the software at the end of the compliance report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 1 of 12 PROJECT SUMMARY Short Desc: 16-09 Description: Seminole Gardens Office Owner: SP MO Apartments LLC Address]: 1600 W. 5th Street City: Sanford Address2: State: FL Zip: 32771 Type: Office Class: Renovation to existing building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 621 SF Conditioned & UnConditioned Area: 621 SF No of Stories: 1 Area entered from Plans 620 SF Permit No: 0 Max Tonnage 4 If different, write in: Sum Component Design Criteria Result Gross Energy Cost (in $) 347.0 513.0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES No Entry PASSES No Entry PASSES No Entry Yes/No/NA IMPORTANT MESSAGE Info 5009 — — — An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 2 of 12 M-wh' "• D. Lewis, P.E. CERTIFICATIONS d;189 2257 ; welve Oaks Way, #104 We-Ic-N Chapel, FL W44 81: 3-Y i I -1248 IIjjjai I hereby certify that the plans and spec ica i %scove d t y4hi'spiculation are in compliance with the Florida Energy Code ` '` ••G E J S • ; Gy ;, Prepared By: Kin sr'1 gg Building Official: IA gate: T tJ'E 0 1 Z Date: off,• ., OR I certify that this building is in complianhitl gri qy Efficiency Code fo1111111% Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Mike Arrigo Reg No: AR0017335 Electrical Designer: Kevin Carlson Reg No: 48052 Lighting Designer: Kevin Carlson Reg No: 48052 Mechanical Designer: Matthew Lewis Reg No: 56189 Plumbing Designer: Matthew Lewis Reg No: 56189 Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 3/14/2016 EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Page 3 of 12 Project: 16-09 Title: Seminole Gardens Office Type: Office WEA File: Orlando.TMY) Building End Uses 1) Proposed 2) Baseline Total 22.60 32.90 347 513 ELECTRICITY(MBtu/kW 22.60 32.90 h1$) 6581 9649 347 513 AREA LIGHTS 5.40 7.20 1568 2111 83 112 MISC EQUIPMT 930 9.30 2730 2730 144 145 PUMPS & MISC 0.10 0.10 23 26 1 1 SPACE COOL 5.40 6.80 1571 1994 83 106 SPACE HEAT 0.20 0.80 46 237 2 13 VENT FANS 2.20 8.70 643 2551 34 136 Credits Applied: None PASSES Passing Criteria = 513 Design (including any credits) = 347 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 67.7% EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 4 of 12 External Lighting Compliance Description Category Tradable? Allowance Area or Length W/Unit) or No. of Units Sgft or ft) ELPA CLP W) (W) None Project: 16-09 Title: Seminole Gardens Office Type: Office WEA File: Orlando.TMY) Lighting Controls Compliance Acronym Ashrae Description ID Area Design sq.ft) CP Min Compli- CP ante South space 17 Office -Enclosed 621 5 1 PASSES PASSES Project: 16-09 Title: Seminole Gardens Office Type: Office WEA File: Orlando.TMY) PrOSy2 System Report Compliance System 2 Constant Volume Air Cooled Split System < 65000 Btu/hr No. of Units 1 Component Category Capacity Design Eff Design Eff Criteria IPLV IPLV Comp- Criteria liance Cooling System Heating System Air Handling System -Supply Air Distribution System (Sup) Air Distribution System (Ret) Air Conditioners Air Cooled Split System < 65000 Btu/h Cooling Capacity Electric Furnace Air Handler (Supply) - Constant Volume ADS System (Sup) ADS System (Ret) 48000 16.00 12.23 16.50 24000 1.00 1.00 1500 0.28 0.82 6.00 3.50 6.00 PASSES PASSES PASSES PASSES PASSES PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 5 of 12 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Project: 16-09 Title: Seminole Gardens Office Type: Office WEA File: Orlando.TMY) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 0.95 0.94 Water Heater 2 Electric water heater <= 12 [kW] 0.95 0.89 PASSES PASSES PASSES Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] IF] SF.F] None EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 6 of 12 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes NIA Ex a, c_i ecked at Compliance Submission. Fenestration 5 8.2.3,5.5 3 6 Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. Insulation 6.4.4.1 5 Envelope Bottom surface of floor structures incorporating radiant heating insulated to >=R-3 5. Insulation 5 5.3 1 1 Envelope High-albedo roofs satisfy one of the following: Solar reflectance >= 0.55 and thermal emittance 0.75, Solar reflectance index >= 64 0, or increased insulation (assembly — U-0.03 or >_ R-33.0 insulation) Plan Review 97 Exterior Lighting Plans, specifications, and/or calculations provide 11 all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Wattage 9.43 Exterior Lighting Exterior grounds lighting over 100 W provides >60 0 El El Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage 94.3 Exterior Lighting Exterior lighting power is consistent with what is El 11 shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts Wattage 9.4 2 Interior Lighting Exit signs do not exceed 5 watts per face Wattage 96.2 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Controls 10.43 Mechanical Elevators are designed with the proper lighting, 0 El ventilation power, and standby mode. HVAC 6 5.6.1 Mechanical Exhaust air energy recovery on systems meeting Table 6 5.6.1. SYSTEM —SPECIFIC 6 5 3 1 1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM —SPECIFIC 6.5.3.1 2 Mechanical HVAC fan motors not larger than allowable limits SYSTEM —SPECIFIC 7.4 2 Mechanical Service water heating equipment meets efficiency requirements. SYSTEM —SPECIFIC 7.52 Mechanical Service water heating equipment used for space heating complies with the service water heating equipment requirements r ^_ To'W-To suctionW . Air Leakage 5.4.3 1 Envelope Continuous air barrier is wrapped, sealed, caulked, gasketed, and/or taped in an approved manner, except in semiheated spaces and in climate zones 1-6. Air Leakage 543.2 Envelope Factory -built fenestration and doors are labeled 1:1 El as meeting air leakage requirements. Air Leakage 5.431 Envelope All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 7 of 12 Fenestration 5.8.2 1 Envelope Fenestration products rated in accordance with NFRC. Fenestration 5.822 Envelope Fenestration products are certified as to performance labels or certificates provided. Insulation 5.8.1 2 Envelope Below -grade wall insulation installed per manufacturer's instructions. Insulation 5 8.1.2 Envelope Slab edge insulation installed per manufacturer's instructions. Insulation 5.531 Envelope Roof R-value. For some ceding systems, verification may need to occur during Framing Inspection. Insulation 5 8.1.2,5.8 1.3 Envelope Roof insulation installed per manufacturer's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is <=3 in 12. Insulation 5.5.3 1 Envelope Skylight curbs are insulated to the level of roofs 0 0 with insulation above deck or R-5 Insulation 5 8.1.2 Envelope Above -grade wall insulation installed per El El manufacturer's instructions. Insulation 5 8.1.2 Envelope Floor insulation installed per manufacturer's El instructions. Insulation 5.8.1.1 Envelope Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant data. Insulation 581.4 Envelope Eaves are baffled to deflect air to above the 1:1 El El insulation. Insulation 5.8 1.5 Envelope Insulation is installed in substantial contact with the inside surface separating conditioned space from unconditional space Insulation 5.8.1 6 Envelope Recessed equipment installed in building envelope assemblies does not compress the adjacent insulation. Insulation 5.8.1.7 Envelope Exterior insulation is protected from damage with a protective material. verification for exposed foundation insulation may need to occur during Foundation Inspection. Insulation 5.8.1 7.1 Envelope Attics and mechanical rooms have insulation 1-1 El protected where adjacent to attic or equipment access Insulation 5.8.1.7.2 Envelope Foundation vents do not interfere with insulation. El 0 Insulation 5 8 1.8 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling Mark this requirement compliant if insulation is installed accordingly. Controls 9 4.1.7 Exterior Lighting Automatic lighting controls for exterior lighting installed Controls 9 4.1.1 Interior Lighting Automatic controls to shut off all building lighting installed in buildings >5,000 ft2. Controls 9.41 2 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 941.3 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Controls 9 4.1.4 Interior Lighting Primary sidelighted areas —250 ft2 are equipped El with required lighting controls. Controls 941.5 Interior Lighting Enclosed spaces with daylight area under skylights and rooftop monitors >900 ft2 are equipped with required lighting controls Controls 9.41 6 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage 9.6.3 Interior Lighting Where space LPD requirements are adjusted El based on room cavity ratios, dimensions are consistent with approved plans. Wattage 9.2.2.3 1ntenor Lighting Interior installed lamp and fixture lighting power is 0 consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 8 of 12 HVAC 6.4 3 8 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. HVAC 6.4.1.4,6.4.1 5 Mechanical HVAC equipment efficiency verified. Non-NAECA HVAC equipment labeled as meeting 90.1. HVAC 6 4.3.4.1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically close. HVAC 6.4.3 4.2,6 4.3.4 3 Mechanical Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates Check gravity dampers where allowed HVAC 6 4.3 4.5 Mechanical Enclosed parking garage ventilation has 1:10automaticcontaminantdetectionandcapacityto stage or modulate fans to 50% or less of design capacity. HVAC 6 4 4 1 1 Mechanical Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4 4.1 2 Mechanical HVAC ducts and plenums insulated Where ducts or plenums are installed in or under a slab, ventcation may need to occur during Foundation Inspection HVAC 644 1.3 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, ventcation may need to occur during Foundation Inspection. HVAC 6.4 4.2 1 Mechanical Ducts and plenums sealed based on static pressure and location. HVAC 657 15 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems. HVAC 6.431 2 Mechanical Thermostatic controls have a 5 °F deadband. HVAC 6.4.3 2 Mechanical Temperature controls have setpoint overlap restrictions. HVAC 6.4.33.1 Mechanical HVAC systems equipped with at least one automatic shutdown control. HVAC 6437 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited SYSTEM —SPECIFIC 7 4.4 1 Mechanical Temperature controls installed on service water heating systems (<=120°F to maximum temperature for intended use). SYSTEM —SPECIFIC 744.2 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace SYSTEM —SPECIFIC 74.6 Mechanical Heat traps installed on non -circulating storage water tanks. SYSTEM —SPECIFIC 6.4.1 52 Mechanical PTAC and PTHP with sleeves 16 in by 42 in. labeled for replacement only SYSTEM —SPECIFIC 6 4.4 2.2 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM —SPECIFIC 6.521 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone - SYSTEM —SPECIFIC 6 5.2.2 2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband >=15 OF, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to <=30 OF SYSTEM —SPECIFIC 6 5.3 2.2 Mechanical VAV fans have static pressure sensors positioned 0sosetpoint <=1/3 total design pressure. SYSTEM —SPECIFIC 7.4 4.4 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC 745.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 9 of 12 SYSTEM —SPECIFIC 7 4.5.2 Mechanical Pool covers are provided for heated pools and pools heated to >90'F have a cover >=R-12. SYSTEM —SPECIFIC 7.4.5 3 Mechanical Time switches are installed on all pool heaters and pumps. SYSTEM —SPECIFIC 7.4.3 Mechanical All piping in circulating system insulated SYSTEM —SPECIFIC 7.4.3 Mechanical First 8 ft of outlet piping is insulated SYSTEM —SPECIFIC 74.3 Mechanical All heat traced or externally heated piping insulated Air Leakage 5.4.3.4 Envelope Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -dosing devices, and are >=7 ft apart. Insulation 5 8 1.7.3 Envelope Insulation in contact with the ground has —0 3% water absorption rate per ASTM C272 Plan Review 4.2 2,5.4.3.1.1,5.7 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. Plan Review 4 2.2,9 4.4,9 7 Interior Lighting Plans, speaficabons, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed Information provided shoul HVAC 6 4.3.4 4 Mechanical Ventilation fans >0 75 hp have automatic controls to shut off fan when not required. HVAC 6.4.3 9 Mechanical Demand control ventilation provided for spaces 500 U and >40 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC 6.4.4.14 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation >= R-3.5. HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. HVAC 6.5.4.1 Mechanical HVAC pumping systems >10 hp designed for variable fluid flow HVAC 6.571 1 Mechanical Kitchen hoods >5,000 cfm have make up air 50% of exhaust air volume. HVAC 6.5 7.2 Mechanical Fume hoods exhaust systems >=15,000 cfm have VAV hood exhaust and supply systems, direct make-up air or heat recovery. HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only radiant heat. HVAC 64.332 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance. Other Equipment 104.1 Mechanical Electric motors meet requirements where applicable Plan Review 4 2.2,6 4 4 2.1,6 7 2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering st Plan Review 4 2 2.7 7 1.10 4 2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufact 0 0 EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 10 of 12 Plan Review 6.7.2 4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects >=50,000 ft2 SYSTEM —SPECIFIC 643.10 Mechanical Single zone HVAC systems with fan motors >=5 hp have variable airflow controls Air conditioning equipment with a cooling capacity—110,000 Btu/h has variable airflow controls. SYSTEM —SPECIFIC 6 5 1,6.5 1 1,6 5 1 3 Mechanical Air economizers provided where required, meet the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. SYSTEM —SPECIFIC 6.5 1.6 5 1.2,6.5 1.3 Mechanical Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM —SPECIFIC 6.514 Mechanical Economizer operation will not increase heating energy use during normal operation. SYSTEM —SPECIFIC 6 5 2.2.1 Mechanical Three -pipe hydronic systems using a common return for hot and chilled water are not used SYSTEM —SPECIFIC 6.5.22.3 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM —SPECIFIC 6 5.2.4 Mechanical Water economizer specified on hydronic cooling and humidification systems designed to maintain inside humidity at >35 OF dewpoint if an economizer is required SYSTEM —SPECIFIC 6 5.3 2.1 Mechanical VAV fan motors >=10 hp to be driven by variable1:1 El speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand. SYSTEM —SPECIFIC 6.532.3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM —SPECIFIC 6.5.3 3 Mechanical Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpomt reset controls SYSTEM —SPECIFIC 653.4 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM —SPECIFIC 6.5.4 2 Mechanical Reduce flow in pumping systems >10 hp. to multiple chillers or boilers when others are shut down SYSTEM —SPECIFIC 6.5 4.3 Mechanical Temperature reset by representative building El El loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h SYSTEM —SPECIFIC 6.544.1 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM —SPECIFIC 6.544.2 Mechanical Hydronic heat pumps and water-cooled unitary air conditioners with pump systems >5 hp have controls or devices to reduce pump motor demand SYSTEM —SPECIFIC 655.2 Mechanical Fan systems with motors >=7 5 hp associated with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM —SPECIFIC 6 5.6 2 Mechanical Condenser heat recovery system that can heat 1:10 water to 85 IF or provide 60% of peak heat rejection is installed for preheating of service hot water in 2417 facility, water cooled systems reject 6 MMBtu, SHW load —1 MMBtu. SYSTEM —SPECIFIC 6.571.2 Mechanical Conditioned supply air to space with a kitchen 0 hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 11 of 12 SYSTEM —SPECIFIC 6.5.7.13 SYSTEM —SPECIFIC 6.57.1.4 SYSTEM —SPECIFIC 65.9 SYSTEM —SPECIFIC 7 5 1 SYSTEM —SPECIFIC SYSTEM —SPECIFIC SYSTEM —SPECIFIC SYSTEM —SPECIFIC Controls I Plan Review IPost Construction Post Construction I HVAC Post Construction Post Construction Post Construction 6.4.3 1 1 6 4 3.3.3 6.4 3.5 7.443 8.4.2 Mechanical Mechanical Mechanical Mechanical Mechanical Mechanical Mechanical Mechanical Project 4.2 2,8 4.1 1,8 4 1.2,8 Project Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6.5 7.1.3 Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. Hot gas bypass limited to: 240 kBtu/h — 50% 240 kBtu/h — 25% Combined space and water heating system not allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 kBtu/h. Heating and cooling to each zone is controlled by a thermostat control. Systems with air capacity >10,000 cfm include optimum start controls. Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. Public lavatory faucet water temperature < 110'F. At least 50% of all 125 volt 15- and 20-Amp receptacles are controlled by an automatic control device Plans, specifications, and/or calculations provide all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and br 8.71 Interior Lighting Furnished as -built drawings for electric power U U U systems within 30 days of system acceptance. 8.7.2 Interior Lighting Furnished O&M instructions for systems and 1:1 El equipment to the building owner or designated representative. 6.7.2 4 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. 6.721 Mechanical Fumished HVAC as -built drawings submitted within 90 days of system acceptance. 6 7.2 2 Mechanical Fumished O&M manuals for HVAC systems within 90 days of system acceptance. 6.7.2 3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 12 of 12 Project Name: 16-09 Project Title: Seminole Gardens Office Address: 1600 W. 5th Street State: FL Zip: 32771 Owner: SP MO Apartments LLC EnergyGauge Summit® v5.10 INPUT DATA REPORT Proiect Information Orientation: North Building Type: Office Building Classification: Renovation to existing building No.of Stories: 1 GrossArea: 621 SF Zones No Acronym Description Type Area Multiplier lSfl Total Area 1sn I Zone 1 Zone 1 CONDITIONED 621.0 1 621.0 Spaces No Acronym Description Type Depth IN Width Height Multi Total Area IN IN plier Istj Total Volume Ict] 3/14/2016 EnergyGauge Summit® v5.10 I In 'Zone: Zone 1 I South space ZoOSp I Office - Enclosed 27.00 23.00 9.00 1 621.0 5589.0 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire IWI Ctrl pts In Zone: Zone 1 In Space: South space 1 Compact Fluorescent General Lighting 8 64 512 Manual On/Off 5 Walls No Description Type Width H (Effec) Multi Area Direction Conductance Heat Dens. R-Value IN IN plier Isf[ Btu/hr. sf. F] Capacity lb/clj [h.sEF/Btu[ Btu/sEF1 In Zone: Zone I East 0.75 in. stucco, 27.00 9.00 1 243.0 East 0.0838 11.224 50.24 11.9 2"styro,8"CMU, l x2 x24"oc,ai rspace,0.5" gyp 2 South 0.75 in. stucco, 23.50 9.00 1 211.5 South 0.0838 11.224 50.24 11.9 2"styro,8"CMU, I x2 x24"oc,ai rspace,0.5" gyp 3 West 0.75 in. stucco, 27.00 9.00 1 243.0 West 0.0838 11.224 50.24 11.9 2"styro,8"CMU,1 x2 x24"oc,ai rspace,0.5" gyp Windows No Description Type Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf FJ IN IN plier Isf] 3/14/2016 EnergyGauge Summit® v5.10 In Zone: Zone 1 In Wall: East I 5x5 User Defined No 0.3300 0.19 0.25 3.00 5.00 2 30.0 Doors No Description Type Shaded? Width It (Effec) Multi Area Cond. Dens. Heat Cap. R-Value ft[ [ft[ plier sq Btu/hr. sf. F[ Ib/cQ [Btu/sf. F[ h.sCF/Btu[ In Zone: Zone 1 In Wall: Fast I PrOZolWalDr] Aluminum door, No 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 1.25 in. polystyrene In Wall: West I PrOZol Wa4Drl Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 1.25 in. polystyrene Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN ft[ plier sf[ deg[ Btu/hr. Sf. F[ Btu/sE F[ Ib/cq h.sf.F/Btu[ In Zone: Zone 1 1 PrOZo I Rf I Mtl Bldg Roof/R-19 23.00 27.00 1 621.0 0.00 0.0492 1.34 9.49 20.3 Batt Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hrsfF[ IN IN St] Sq In Zone: In Roof: 3/14/2016 EnergyGauge Summit® v5.10 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN IN plier [st] [Btu/hr. sf. FI [Btu/sE FI [Ib/cfl [h.sEF/Btul lIn Zone: Zone 1 I Pr0Zo 1 FI 1 1 ft. soil, concrete floor, carpet and rubber pad 23.00 27.00 1 621.0 0.2681 34.00 113.33 3.73 1:1 1 Systems PrOSy2 System 2 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System -Supply 4 Air Distribution System (Sup) 5 Air Distribution System (Ret) 48000.00 16.00 16.50 24000.00 1.00 1500.00 0.28 6.00 6.00 Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters W-Heater Description Capacity Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater 2 Electric water heater 20 [Gal] 60 [Gal] 5 [kW] 0.9500 [Ef] 8 [kW] 0.9500 [Ef] Btu/h] Btu/h] 3/14/2016 EnergyGauge Summit® v5.10 4 EA -Lighting Description Category No. of Watts per Luminaires Luminaire Area/Len/No. of units sVft/NoI Control Type Wattage Wi El Piping No Type Operating Insulation Temperature Conductivity F[ [ Btu-in/h.sEFJ Nomonal pipe Diameter in[ Insulation Is Runout? Thickness in[ Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.F[ ApLbWndl3 User Defined 1 0.3300 0.1900 0.2500 Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used h.sf.FBtu[ IN Btu/h.ft.F[ lb/ctj Btu/lb.F[ 264 Mat1264 ALUMINUM, 1/161N No 0.0002 0.0050 26.0000 480.00 0.1000 Li 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 1-1 /41N, 187 Mal GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 BOARD,1 /21N 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 3/14/2016 EnergyGauge Summit® v5.10 5 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 48 Matl48 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 215 Mat1215 POLYSTYRENE, EXP., 2IN, No 8.3350 0.1667 0.0200 1.80 0.2900 105 Matl105 CONC BLK HW, BIN, No 1.1002 0.6667 0.6060 69.00 0.2000 HOLLOW 256 Mat1256 WOOD, SOFT, 1-1/21N No 1.8939 0.1250 0.0660 32.00 0.3300 23 Matl23 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 94 Mat194 BUILT-UP ROOFING, 3/8IN No 0.3366 0.0313 0.0930 70.00 0.3500 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sLFI Btu/sEFJ Ilb/cfj h.sf.F/Btu[ 1002 Aluminum door, 1.25 in. polystyrene No No 0.19 0.53 43.67 5.2 Layer Material Material Thickness Framing No. ft[ Factor 1 264 ALUMINUM, 1/16IN 0.0050 0.000 2 214 POLYSTYRENE, EXP., 1-1/41N, 0.1042 0.000 3 264 ALUMINUM, 1/161N 0.0050 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.FI Btu/sEF[ Ib/cf] h.sEFBtuI 1010 0.75 in. stucco, No No 0.08 11.22 50.24 11.9 2"styro,8"CMU, I x2x24"oc,airspace,0.5" gyp Layer Material Material Thickness Framing No. IN Factor 1 267 0.75" stucco 0.0625 0.000 2 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 3 215 POLYSTYRENE, EXP., 2IN, 0.1667 0.000 4 105 CONC BLK HW, 81N, HOLLOW 0.6667 0.000 5 256 WOOD, SOFT, 1-1/21N 0.1250 0.000 3/14/2016 EnergyCauge Summit® v5.10 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sf.F[ Btu/sEF[ Ilb/cfi h.sEF/Btu[ 1056 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 Layer Material Material Thickness Framing No. A Factor 1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.000 2 23 6 in. Insulation 0.5000 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct IBtu/h.sf.FI Btu/sf.F) Ilb/cf[ h.sEF/Btu[ 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 Layer Material Material Thickness Framing No. IN Factor 1 265 Soil, I ft L0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 3/14/2016 EnergyGauge Summit* v5.10 7 A STEPANEK-LEWIS & ASS CIATES CONSULTING MECHANICAL ENGINEERS HVAC LOAD SUMMARY SHEET Project Name: Seminole Gardens Office Project Address: 1600 West 5t' Street, Sanford FL Sizing Method Used: Carrier's HAP 8,760-Hour (E-2011) Computer Software - Version 4.5 Utilizes ASHRAE accepted Transfer Function Method Area in Square Feet: 620-sgft Outdoor Dry Bulb Used: 92.4-F Outdoor Wet Bulb Used: 78.8-F Relative Humidity: 50% Indoor Dry Bulb: 74-F Total Heating Required: 24,000 Btu/h With Outside Air) Total Sensible Gain: 16,700 Btu/h Total Latent Gain: 5,000 Btu/h Grains Water: 55 Difference) Total Cooling Required: 21,700 Btu/h With Outside Air) Summary By: No. STATE 0 56';8J 4rO.F O, Matthew D. Lewis, PE FI. License # 56189 2257 Twelve Oaks Way, Suite 103 * Wesley Chapel * Florida * 33543 P: 813/991-1248 * F: 813/991-5566 * mail(stepaneklewis.com Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge Summit® Fla/Com-2015, Effective Date: June 30, 2015 ASHRAE 90.1-2010 - Energy Cost Budget Option C)MCEPERMIT # /7373 - Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: This Checklist 11:1 An Input report generated from the software just after completing compliance calculations without any further changes The full compliance report generated by the software that contains the project summary, complaince summary, certifications and detailed component compliance reports Boxes appropriately checked in the Miscellanous report generated by the software at the end of the compliance report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 1 of 12 PROJECT SUMMARY Short Desc: 16-09 Description: Seminole Gardens Office Owner: SP MO Apartments LLC Addressl: 1600 W. 5th Street City: Sanford Address2: State: FL Zip: 32771 Type: Office Class: Renovation to existing building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 621 SF Conditioned & UnConditioned Area: 621 SF No of Stories: I Area entered from Plans 620 SF Permit No: 0 Max Tonnage 4 If different, write in: ComMiance SUmma Component Gross Energy Cost (in $) LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? Design 347.0 Criteria Result 513.0 PASSED PASSES No Entry PASSES No Entry PASSES No Entry Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 2 of 12 Matthew D. Lewis, P.1: P.E.g56189 CERTIFICATIONS 2257 Twelve Oaks Way, #104 Wesley Chapel, FL 33544 813991=1248 t%, I III I ///., I hereby certify that the plans and sp t s yDedI Y-16!§ calculation are in compliance with the Florida Energy Code a '` • •G E N S Prepared By: ,,, Building Official: ate: T • OTr.1'r r,F - Date: I certify that this building is in compliawkTe FEo jd `6Ay Efficiency Code II111n11 t Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Mike Arrigo Reg No: AR0017335 Electrical Designer: Kevin Carlson Reg No: 48052 Lighting Designer: Kevin Carlson Reg No: 48052 Mechanical Designer: Matthew Lewis Reg No: 56189 Plumbing Designer: Matthew Lewis Reg No: 56189 Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/ 14/2016 Page 3 of 12 Project: 16-09 Title: Seminole Gardens Office Type: Office WEA File: Orlando.TMY) Building End Uses 1) Proposed 2) Baseline Total 22.60 32.90 347 513 ELECTRIC ITY(M Btu/kW 22.60 32.90 h/$) 6581 9649 347 513 AREA LIGHTS 5.40 7.20 1568 2111 83 112 MISC EQUIPMT 9.30 9.30 2730 2730 144 145 PUMPS & MISC 0.10 0.10 23 26 1 1 SPACE COOL 5.40 6.80 1571 1994 83 106 SPACE HEAT 0.20 0.80 46 237 2 13 VENT FANS 2.20 8.70 643 2551 34 136 Credits Applied: None PASSES Passing Criteria = 513 Design (including any credits) = 347 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 67.7% EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/ 14/2016 Page 4 of 12 External Lighting Compliance Description Category Tradable? Allowance Area or Length W/Unit) or No. of Units Sgft or ft) ELPA CLP None Project: 16-09 Title: Seminole Gardens Office Type: Office WEA File: Orlando.TMY) Lighting Controls Compliance Acronym Ashrae Description ID Area Design sq.ft) CP Min Compli- CP ance South space 17 Office -Enclosed 621 5 1 PASSES PASSES Project: 16-09 Title: Seminole Gardens Office Type: Office WEA File: Orlando.TMY) PrOSy2 System Report Compliance System 2 Constant Volume Air Cooled Split System < 65000 Btu/hr No. of Units 1 Component Category Capacity Design Eff Design Eff Criteria IPLV IPLV Comp- Criteria liance Cooling System Heating System Air Handling System -Supply Air Distribution System (Sup) Air Distribution System (Ret) Air Conditioners Air Cooled Split System < 65000 Btu/h Cooling Capacity Electric Furnace Air Handler (Supply) - Constant Volume ADS System (Sup) ADS System (Ret) 48000 16.00 12.23 16.50 24000 1.00 1.00 1500 0.28 0.82 6.00 3.50 6.00 PASSES PASSES PASSES PASSES PASSES PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 5 of 12 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Project: 16-09 Title: Seminole Gardens Office Type: Office WEA File: Orlando.TMV) Water Heater Compliance Description Type Category Design Min Eff Eff Design Max Comp Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 0.95 0.94 Water Heater 2 Electric water heater <= 12 [kW] 0.95 0.89 PASSES PASSES PASSES Piping System Compliance Category Pipe Dia Is Operating Ins Cond linchesl Runout? Temp lBtu-in/hr lFl SF.F1 Ins Req Ins Compliance Thick lint Thick lint None EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 6 of 12 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory Adopted with permission Topic Section Component Description Yes NIA Ex To be checked at Compliance Submission_ Fenestration 5823,5536 Envelope U-factor of opaque doors associated with the 1-1 building thermal envelope meets requirements Insulation 6.441 5 Envelope Bottom surface of floor structures incorporating radiant heating insulated to >=R-3 5 Insulation 5 5 3 11 Envelope High-albedo roofs satisfy one of the following Solar reflectance >= 0 55 and thermal emittance 0 75, Solar reflectance index — 64 0, or increased insulation (assembly <= U-0 03 or >_ R-33 0 insulation) Plan Review 97 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices Wattage 943 Exterior Lighting Exterior grounds lighting over 100 W provides >60 ImNV unless on motion sensor or fixture is exempt from scope of code or from external LPD Wattage 943 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts Wattage 942 Interior Lighting Exit signs do not exceed 5 watts per face Wattage 962 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting Controls 1043 Mechanical Elevators are designed with the proper lighting, ventilation power, and standby mode HVAC 6 5 6 1 Mechanical Exhaust air energy recovery on systems meeting Table 6 5 6 1. SYSTEM_SPECIFIC 6 5 3 1 1 Mechanical HVAC fan systems at design conditions do not 0 exceed allowable fan system motor nameplate hp or fan system bhp SYSTEM —SPECIFIC 6 5 3 1 2 Mechanical HVAC fan motors not larger than allowable limits SYSTEM —SPECIFIC 74.2 Mechanical Service water heating equipment meets efficiency requirements SYSTEM —SPECIFIC 7 5 2 Mechanical Service water heating equipment used for space 1:10 heating complies with the service water heating equipment requirements To be checked during Construction Air Leakage 5 4 3 1 Envelope Continuous air barrier is wrapped, sealed, Li Li caulked, gasketed, and/or taped in an approved manner, except in semiheated spaces and in climate zones 1-6 Air Leakage 5 4.3 2 Envelope Factory -built fenestration and doors are labeled as meeting air leakage requirements Air Leakage 5 4 3 1 Envelope All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 7 of 12 Fenestration 5 8 2 1 Envelope Fenestration products rated in accordance with NFRC Fenestration 5.822 Envelope Fenestration products are certified as to performance labels or certificates provided Insulation 5 8 1 2 Envelope Below -grade wall insulation installed per El manufacturer's instructions Insulation 5 8 1 2 Envelope Slab edge insulation installed per manufacturer's El instructions Insulation 5 5 3 1 Envelope Roof R-value For some ceiling systems, verification may need to occur during Framing Inspection Insulation 5 8 1 2,581 3 Envelope Roof insulation installed per manufacturer's instructions Blown or poured loose -fill insulation is installed only where the roof slope is < 3 in 12 Insulation 5 5 3 1 Envelope Skylight curbs are insulated to the level of roofs El El with insulation above deck or R-5 Insulation 58.1 2 Envelope Above -grade wall insulation installed per manufacturer's instructions Insulation 5 8 1 2 Envelope Floor insulation installed per manufacturer's instructions Insulation 58 11 Envelope Building envelope insulation is labeled with 11 R-value or insulation certificate providing R-value and other relevant data. Insulation 58 14 Envelope Eaves are baffled to deflect air to above the 0 insulation Insulation 58 1.5 Envelope Insulation is installed in substantial contact with the inside surface separating conditioned space from unconditional space Insulation 5 8 1 6 Envelope Recessed equipment installed in building envelope assemblies does not compress the adjacent insulation Insulation 58 17 Envelope Exterior insulation is protected from damage with a protective material Verification for exposed foundation insulation may need to occur during Foundation Inspection Insulation 5 8 1 7 1 Envelope Attics and mechanical rooms have insulation protected where adjacent to attic or equipment access Insulation 5 8 1 7 2 Envelope Foundation vents do not interfere with insulation 1:1 El El Insulation 58 18 Envelope Insulation intended to meet the roof insulation El El requirements cannot be installed on top of a suspended ceiling Mark this requirement compliant if insulation is installed accordingly Controls 9 4 1 7 Exterior Lighting Automatic lighting controls for exterior lighting installed Controls 9 4 1 1 Interior Lighting Automatic controls to shut off all building lighting installed in buildings >5,000 ft2 Controls 9 4 1 2 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants Controls 9 4 1 3 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting Controls 941.4 Interior Lighting Primary sidelighted areas > 250 ft2 are equipped with required lighting controls Controls 941.5 Interior Lighting Enclosed spaces with daylight area under skylights and rooftop monitors >900 ft2 are equipped with required lighting controls Controls 9 4 1 6 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans Wattage 9 6 3 Interior Lighting Where space LPD requirements are adjusted based on room cavity ratios, dimensions are consistent with approved plans Wattage 9223 Interior Lighting Interior installed lamp and fixture lighting power is 0 El consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/ 14/2016 Page 8 of 12 HVAC 6438 Mechanical Freeze protection and snow/ice melting system L1 sensors for future connection to controls HVAC 6 4 1 4.64 1.5 Mechanical HVAC equipment efficiency verified Non-NAECA HVAC equipment labeled as meeting 90 1 HVAC 6.434 1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically dose HVAC 64342,64343 Mechanical Outdoor au and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates Check gravity dampers where allowed HVAC 64345 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity HVAC 6 4 4 1 1 Mechanical Insulation exposed to weather protected from damage Insulation outside of the conditioned space and associated with cooling systems is vapor retardant HVAC 6 4 4 1 2 Mechanical HVAC ducts and plenums insulated Where ducts or plenums are installed in or under a slab, ventcation may need to occur during Foundation Inspection HVAC 644 13 Mechanical HVAC piping insulation thickness Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection HVAC 6442.1 Mechanical Ducts and plenums sealed based on static pressure and location HVAC 6 5 7 1 5 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems HVAC 6431.2 Mechanical Thermostatic controls have a 5 °F deadband HVAC 6432 Mechanical Temperature controls have setpomt overlap restrictions HVAC 6 4 3 3 1 Mechanical HVAC systems equipped with at least one 1:1 El El automatic shutdown control HVAC 6437 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited SYSTEM —SPECIFIC 7 4 4 1 Mechanical Temperature controls installed on service water heating systems (-1 to maximum temperature for intended use) SYSTEM —SPECIFIC 7442 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace SYSTEM —SPECIFIC 746 Mechanical Heat traps installed on non-arculating storage water tanks SYSTEM —SPECIFIC 6 4 1 5 2 Mechanical PTAC and PTHP with sleeves 16 in by 42 in labeled for replacement only SYSTEM —SPECIFIC 64422 Mechanical Ductwork operating >3 in water column requires air leakage testing SYSTEM —SPECIFIC 6 5 2 1 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone SYSTEM —SPECIFIC 65222 Mechanical Two -pipe hydronic systems using a common El distribution system have controls to allow a deadband —15 OF, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to < 30 OF SYSTEM —SPECIFIC 6532.2 Mechanical VAV fans have static pressure sensors positioned 0 so setpoint —1/3 total design pressure SYSTEM —SPECIFIC 7444 Mechanical Controls are installed that limit the operation of a El recirculation pump installed to maintain temperature of a storage tank SYSTEM —SPECIFIC 7.451 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 9 of 12 SYSTEM —SPECIFIC 7.452 Mechanical Pool covers are provided for heated pools and pools heated to >90'F have a cover >=R-12 SYSTEM —SPECIFIC 7 4 5 3 Mechanical Time switches are installed on all pool heaters and pumps SYSTEM —SPECIFIC 743 Mechanical All piping in circulating system insulated El SYSTEM —SPECIFIC 7 4 3 Mechanical First 8 ft of outlet piping is insulated SYSTEM —SPECIFIC 7 4 3 Mechanical All heat traced or externally heated piping insulated To be checked during Plan Review Air Leakage 5434 Envelope Vestibules are installed where building entrances 1-1 0 0 separate conditioned space from the exterior, and meet exterior envelope requirements Doors have self -dosing devices, and are >=7 ft apart Insulation 5.81 73 Envelope Insulation in contact with the ground has < 0 3% 1:10 El water absorption rate per ASTM C272 Plan Review 4 2 2.5 4.3 1.1,5 7 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed Plan Review 4 2.2,9 4.4,9.7 Interior Lighting Plans, specifications, and/or calculations provide 1:10 all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed Information provided shoul HVAC 64344 Mechanical Ventilation fans >0 75 hp have automatic controls to shut off fan when not required HVAC 643.9 Mechanical Demand control ventilation provided for spaces El 500 ft2 and >40 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm HVAC 6 4 4 1 4 Mechanical Thermally ineffective panel surfaces of sensible 1-1 El heating panels have insulation — R-3 5 HVAC 6.5 2 3 Mechanical Dehumidification controls provided to prevent reheating, retooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream HVAC 6 5 4 1 Mechanical HVAC pumping systems >10 hp designed for variable fluid flow HVAC 6 5 7 1 1 Mechanical Kitchen hoods >5,000 cfm have make up air 50% of exhaust air volume HVAC 6572 Mechanical Fume hoods exhaust systems > 15,000 cfm have VAV hood exhaust and supply systems, direct make-up air or heat recovery HVAC 6 5 8 1 Mechanical Unenclosed spaces that are heated use only radiant heat HVAC 64332 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance Other Equipment 104.1 Mechanical Electric motors meet requirements where El El applicable. Plan Review 4.2 2,6 4 4.2 1.6.7 2 Mechanical Plans, specifications, and/or calculations provide1-1 El all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed Load calculations per acceptable engineering st Plan Review 4 2 2,7.7 1,10 4 2 Mechanical Plans, specifications, and/or calculations provide El 1-1 all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed Hot water system sized per manufact EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 10 of 12 Plan Review 6724 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects >=50,000 f:2. SYSTEM —SPECIFIC 643.10 Mechanical Single zone HVAC systems with fan motors >=5 hp have variable airflow controls Au conditioning equipment with a cooling capacity >=110,000 Btu/h has vanable airflow controls SYSTEM —SPECIFIC 6 5 15 5 1 1.6 5 1.3 Mechanical Air economizers provided where required, meet the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation SYSTEM —SPECIFIC 6 5 1,6 5 1 2,6 5.1.3 Mechanical Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control SYSTEM —SPECIFIC 65 14 Mechanical Economizer operation will not increase heating 1:10 energy use during normal operation SYSTEM —SPECIFIC 6 5 211 Mechanical Three -pipe hydronic systems using a common return for hot and chilled water are not used. SYSTEM —SPECIFIC 65223 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements SYSTEM —SPECIFIC 6524 Mechanical Water economizer specified on hydronic cooling and humidification systems designed to maintain inside humidity at >35 OF dewpoint if an economizer is required SYSTEM —SPECIFIC 6 5 3 2 1 Mechanical VAV fan motors > 10 hp to be driven by variable El speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand SYSTEM —SPECIFIC 65323 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure SYSTEM —SPECIFIC 6 5.3.3 Mechanical Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpoint reset controls SYSTEM —SPECIFIC 653.4 Mechanical Multiple zone HVAC systems have supply air 0 temperature reset controls SYSTEM —SPECIFIC 6 5 4 2 Mechanical Reduce flow in pumping systems >10 hp to 0 multiple chillers or boilers when others are shut down SYSTEM —SPECIFIC 6 5 4 3 Mechanical Temperature reset by representative building loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h SYSTEM —SPECIFIC 654.4 1 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off SYSTEM —SPECIFIC 65442 Mechanical Hydronic heat pumps and water-cooled unitary air 0 conditioners with pump systems >5 hp have controls or devices to reduce pump motor demand SYSTEM —SPECIFIC 6552 Mechanical Fan systems with motors >=7 5 hp associated 0 with heat refection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat refection device - SYSTEM —SPECIFIC 6562 Mechanical Condenser heat recovery system that can heat water to 85 OF or provide 60% of peak heat refection is installed for preheating of service hot water in 2417 facility, water cooled systems reject 6 MMBtu, SHW load >=1 MMBtu SYSTEM —SPECIFIC 657 1 2 Mechanical Conditioned supply air to space with a kitchen hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page I of 12 SYSTEM —SPECIFIC 6571.3 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6 5 7 1.3 SYSTEM —SPECIFIC 6 5 7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate El El 5000 cfm meet replacement air, ventilation system, or energy recovery requirements SYSTEM —SPECIFIC 659 Mechanical Hot gas bypass limited to. 240 kBtu/h — 50% 240 kBtu/h — 25% SYSTEM —SPECIFIC 7 5 1 Mechanical Combined space and water heating system not allowed unless standby loss less than calculated maximum AHJ has approved or combined connected load <150 kBtu/h SYSTEM —SPECIFIC 6 4.3.1 1 Mechanical Heating and cooling to each zone is controlled by a thermostat control SYSTEM —SPECIFIC 64333 Mechanical Systems with air capacity >10,000 cfm include optimum start controls SYSTEM —SPECIFIC 6435 Mechanical Heat pump controls prevent supplemental electric 1:1 El resistance heat from coming on when not needed SYSTEM —SPECIFIC 7443 Mechanical Public lavatory faucet water temperature < 110°F Controls 8 4 2 Protect At least 50% of all 125 volt 15- and 20-Amp El receptacles are controlled by an automatic control device Plan Review 4 2 2,8 4 1 1.8 4 1 2,8 Protect Plans, specifications, and/or calculations provide all information with which compliance can be determined for the electncal systems and equipment and document where exceptions are claimed Feeder connectors sized in accordance with approved plans and br To be checked Post Construction Prior to Issuance of Certificate of Occupancy Post Construction 8 7 1 Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Post Construction 8 7 2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative HVAC 6724 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls Post Construction 6 7 2 1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance Post Construction 6722 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance Post Construction 6.723 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 3/14/2016 Page 12 of 12 Project Name: 16-09 Project Title: Seminole Gardens Office Address: 1600 W. 5th Street State: FL Zip: 32771 Owner: SP MO Apartments LLC EnergyGauge Summit® v5.10 INPUT DATA REPORT Project Information Orientation: North Building Type: Office Building Classification: Renovation to existing building No.of Stories: 1 GrossArea: 621 SF Zones No Acronym Description Type Area Multiplier lsfl Total Area lsil 1 Zone 1 Zone 1 CONDITIONED 621.0 l 621.0 Spaces No Acronym Description Type Depth IN Width Height Multi Total Area IN IN prier lsfl Total Volume lcfl 3/14/2016 EnergyGauge Summit® v5.10 1 In Zone: "Zone 1 1 South space ZoOSp I Office - Enclosed 27.00 23.00 9.00 1 621.0 5589.0 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire IWI Ctrl pts In Zone: Zone 1 In Space: South space 1 Compact Fluorescent General Lighting 8 64 512 Manual On/Off 5 Walls No Description Type Width H (Effec) Multi Area Direction Conductance Heat Dens. R-Value IN IN plier Isfl Btu/hr. sf. F] Capacity Ilb/cfI Ih.sf.F/Btul Btu/sEFI In Zone: Zone 1 1 East 0.75 in. stucco, 27.00 9.00 1 243.0 East 0.0838 11.224 50.24 11.9 2"styro,8"CMU, l x2 x24"oc,ai rspace,0.5" gyp 2 South 0.75 in. stucco, 23.50 9.00 1 211.5 South 0.0838 11.224 50.24 11.9 2"styro,8"CMU,1 x2 x24"oc,ai rspacc,0.5" gyp 3 West 0.75 in. stucco, 27.00 9.00 1 243.0 West 0.0838 11.224 50.24 11.9 2"styro,8"CMU, l x2 x24"oc,airspace,0.5" gyp Windows No Description Type Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf F[ IN IN plier Isf1 3/14/2016 EnergyGauge Summitg v5.10 In Zone: Zone 1 In Wall: East I 5x5 User Defined No 0.3300 0.19 0.25 3.00 5.00 2 30.0 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value ft[ IN plier sIl Btu/hr. sf. FI Ib/cf[ [Btu/sE F[ h.sf.F/Btu[ In 'Zone: Zone] In Wall: East I PrOZolWalDrl Aluminum door, No 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 1.25 in. polystyrene In Wall: West 1 PrOZoI Wa4Drl Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 1.25 in. polystyrene Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier s11 deg[ Btu/hr. SE FI Btu/sf. F[ Ib/cf[ h.sf.F/Btu[ In Zone: Zone 1 1 PrOZo I Rf I Mtl Bldg Roof/R-19 23.00 27.00 1 621.0 0.00 0.0492 1.34 9.49 20.3 Batt Skylights No Description Type U SHGC Vis.Trans W 11 (Effec) Multiplier Area Total Area Btu/hr sf FJ IN IN 1SI1 IS11 In Zone: In Roof: 3/14/2016 EnergyGauge Summit® v5.10 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN IN plier Isf[ [Btu/hr. sf. FI [Btu/sf. F[ [Ib/cf[ [h.sf.F/Btu[ IIn Zone: Zone 1 l Pr0Zo 1 FI 1 I ft. soil, concrete floor, carpet and rubber pad 23.00 27.00 1 621.0 0.2681 34.00 113.33 3.73 Systems PrOSy2 System 2 Constant Volume Air Cooled Split No. Of Units 1 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System -Supply 4 Air Distribution System (Sup) 5 Air Distribution System (Ret) 48000.00 16.00 16.50 24000.00 1.00 1500.00 0.28 6.00 6.00 Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters W-Heater Description Capacity Cap.Unit 1/P Rt. Efficiency Loss 1 Electric water heater 2 Electric water heater 20 [Gal] 60 [Gal] 5 [kW] 0.9500 [Ef] [Btu/h] 8 [M] 0.9500 [Eq [Btu/h] 3/14/2016 EnergyGauge Summit® v5.10 4 Ext-Lighting Description Category No. of Watts per Luminaires Luminaire Area/Len/No. of units IsVft/Noj Control Type Wattage IWI Piping No Type Operating Insulation Temperature Conductivity IF] I Btu-in/h.sf.FI Nomonal pipe Diameter in] Insulation Is Runout? Thickness lint Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sEFI ApLbWndl3 User Defined 1 0.3300 0.1900 0.2500 Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used Ih.sf.F/Btul IN Btu/h.ft.Fl lib/cf] Btu/lb.FI 264 Mat1264 ALUMINUM, 1/161N No 0.0002 0.0050 26.0000 480.00 0.1000 Li 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 1-1 /4IN, 187 Matl 187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 BOARD,1 /2IN 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 3/14/2016 EnergyGauge Summit® v5.10 5 265 Mat1265 Soil, I ft No 2.0000 1.0000 0.5000 100.00 0.2000 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 1:1 215 Mat1215 POLYSTYRENE, EXR, 2IN, No 8.3350 0.1667 0.0200 1.80 0.2900 105 Matl105 CONC BLK HW, 8IN, No 1.1002 0.6667 0.6060 69.00 0.2000 HOLLOW 256 Mat1256 WOOD, SOFT, 1-1/21N No 1.8939 0.1250 0.0660 32.00 0.3300 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 94 Mat194 BUILT-UP ROOFING, 3/81N No 0.3366 0.0313 0.0930 70.00 0.3500 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sEF] Btu/sEFl jib/cfl Ih.sEF/Btu] 1002 Aluminum door, 1.25 in. polystyrene No No 0.19 0.53 43.67 5.2 Layer Material Material Thickness Framing No. Iftl Factor 1 264 ALUMINUM, 1/16IN 0.0050 0.000 2 214 POLYSTYRENE, EXP., 1-1/4IN, 0.1042 0.000 3 264 ALUMINUM, 1/16 IN 0.0050 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sEFI Btu/sEFI jib/ctj h.sEF/Btul 1010 0.75 in. stucco, No No 0.08 11.22 50.24 11.9 2"styro,8"CMU, l x2x24"oc,airspace,0.5"gyp Layer Material Material Thickness Framing No. Ift] Factor 1 267 0.75" stucco 0.0625 0.000 2 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 3 215 POLYSTYRENE, EXP., 2IN, 0.1667 0.000 4 105 CONC BLK HW, 81N, HOLLOW 0.6667 0.000 5 256 WOOD, SOFT, 1-1/21N 0.1250 0.000 3/14/2016 EnergyGauge Summit® v5.10 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sf.FI lBtu/sf.Fl Ilb/ctj Ih.sf.F/Btu[ 1056 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.000 2 23 6 in. Insulation 0.5000 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sf.FI lBtu/sf.Fl Ib/cfl h.sf.FBtul 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 Layer Material Material Thickness Framing No. IN Factor 1 265 Soil, I ft 1.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 3/14/2016 EnergyGauge Summit® v5.10 7 STEPANEK-LEWIS & ASSOCIATES CONSULTING MECHANICAL ENGINEERS l HVAC LOAD SUMMARY SHEET Project Name: Seminole Gardens Office Project Address: 1600 West 5th Street, Sanford FL Sizing Method Used: Carrier's HAP 8,760-Hour (E-2011) Computer Software - Version 4.5 Utilizes ASHRAE accepted Transfer Function Method Area in Square Feet: 620-sgft Outdoor Dry Bulb Used: 92.4-F Outdoor Wet Bulb Used: 78.8-F Relative Humidity: 50% Indoor Dry Bulb: 74-F Total Heating Required: 24,000 Btu/h With Outside Air) Total Sensible Gain: 16,700 Btu/h Total Latent Gain: 5,000 Btu/h Grains Water: 55 Difference) Total Cooling Required: 21,700 Btu/h With Outside Air) Summary By: Matthew D. Lewis, PE FI. License # 56189 2257 Twelve Oaks Way, Suite 103 ' Wesley Chapel " Florida * 33543 P: 813/991-1248 * F: 813/991-5566' mail(cDstepaneklewis.com ubv . v. - 1 ,:;•.< - "`.,::... eft..;:: _::. *a5 ; t`i,ru?.4=-"`': ;i,.-.1,!.i, ^'w.SY. DR. y , Ear BCIS Home I Log In User Registration Hot Topics i Submit Surcharge Slats h Facts Publications FBC Staff BCIS Site Map Links Search a ra C: ProductApproval a USER: Public Userdbr~la PERMIT # ! 7 3 7 3 Product Approval Menu > Product or Application Search > Application Usst > Application Detail ft FL FL17234-R3 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 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext 255 sbrooks@cws.cc REWSIONAuthorizedSignatureStephenBrooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE R Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 ASTM E1300 2004 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVm... 2/15/2017 A ur'v c vi c Date Submitted 02/29/2016 Date Validated 02/29/2016 Date Pending FBC Approval Date Approved 03/03/2016 Summary of Products FL 4 Model, Number or Name Description 17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung, Non -Impact, 53 1/8" x 76" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17234 R3 C CAC CAR 138-1305.Ddf Approved for use outside HVHZ: Yes FL17234 R3 C CAC CAR 138-1306.Ddf Impact Resistant: No FL17234 R3 C CAC CAR 138-1379.odf Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: SH-610 Equal Split or Oriel, Max. size 53 1/8" x 76", 08/15/2018 Fin, Flange, DP +50/-50 PSF. Glass complies with ASTM Installation Instructions E1300-04. FL17234 R3 IT CWS-935C (SH-610. NI).odf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17234 R3 AE EvalReo CWS-935C (SH-610. Nl).odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address N 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: 0 ®® Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgvOQpGQvtVm... 2/ 15/2017 77 FL HE SINGLE HUNG - NON -IMPACT SHOWN W/DIFFERENT OPTIONS) 54 3/E' FLANGE WIDTH 53 1/6• MAX UNIT WIDTH G 4lASS DLO A I 1/4' 1NGEIGHT B O 1 76' 1 MAX UNIT HEIGHT C / I 371/4•X MAXSASHHEIDL,11L e' D _--- 7 I A 41 GLASS DLO 49 15116' MAX SASH WIDTH EQUAL SPLIT TABLE OF CONTENTS 3ENERAL NOTES 6 ELEVATIONS 1 P CHARTS..........................................2 LAZING DETAILS...............................3 SECTION VIEWS..................................4 XTRUSIONS 3 B.O.M.........................5 NCHOR SCHEDULE 8 NOTES .......... 6 NSTALLATION DETAIL.......................7 B1 34 5116' GLASS DLO 76' MAX UNIT 301/8' 34 5/16' MAX ASS DLO SASH HEIGHT GENERAL NOTES: QWyOLf 0mom1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND ff (((( SYSSTEMS WINDOWMANUFACTURED TO COMPLY WITH THE FLORIDA 1900 SW 44TH AVE. BUILDINGCODE (FBC), CURRENT EDITION. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 3) WWWCWS. CC 610 PVC 54316. 3. CONFIGURATIONS: •O/X'. FLANGE WIDTH 4 ( SEE SHEET STED DESIGNPRESSURELOADSSINGLE HUNG 531/6' BASED ON, TEATING NEGATIVEDESIGNPRESSUREMAX UNIT WIDTH AND GLASS TABLES ASTM E-1300.04. NON -IMPACT 49 1/16 POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. r LU 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT 55 n BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE o 0 SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. w LU w Co 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT BORNE c1 Z LD PROTECTIVESYSTEMISREQUIREDINWINDwTO423/16• DEBRIS REGION. S NZ GLASSDLOtr 7ALLFRAMESANDVENTSFULLYWELDED. SMALL JOINT w SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. W 12 W 8. SERIES /MODEL DESIGNATION SH-610. c 3 c 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: z IL aw oU m Z - X - OPERABLE SASH, 0 - FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A 1 t pi SIMILAR LOCATION. fte X GLASS GLASS DLO D11. EXTERNAL WEEP SLOT - 1/4 x 1.1/2' LOCATED 5' FROM I, NOREW GPS•\ O E NSF:/Qti' BOTH ENDS. v :• No 58201 Lucas A. Turner ae 9 STATE O F . <u 47' 2016- 02-23 09: 29-05:00 o••' o Rr.! 2 c •• ` GLASSDLO 49 15/ 16' MAX SASH WIDTH rf ORIEL 2/ 2312200116 LUCAS A. TURNER, P.E. FL PE S 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 CONFIG. MAX. UNIT EXTERNAL DESIGN PRESSURE RATING IMPACT RATING SIZE REINFORCEMENT EQUAL 37" x 76" NONE SEE COMPARATIVE ANALYSIS CHART, SHEET 2 NONE EQUAL 53-1/ 8" x 76" 2011 5 HI ORIEL ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL 8 SCREW -ON INTERLOCK, S-2001 - SEE SHEET 4 FOR DETAILS. GENERAL NOTES AND ELEVATIONS ADE 08/ 09/14 iG C REV.: CWS-935 C A : SHEET 1:20 1 OF7 Design Pressures (PSF) for Equal Split Configuration with Glass Types A, B, C, or D Unit Unit Widths In. eights (in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 1 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 35 1/2 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.O/-75.0 50.0/-75.0 50.0/-75.0 50.O/-75.0 50.0 -75.0 50.0/-75.0 39 1/2 50.0/-75.0 50.0/-75.0 50.0/-75.0 SO.0/45.0 50.0/-75.0 SO.0 -75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0 -75.0 50.0/45.0 41 1/2 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.O/-75.0 50.0/-75.0 50.0/-75.0 S0.0/-75.0 50.0/-75.0 50.0/-75.0 50.O/-73.1 43 1/2 SO.0/-7S.0 50.0/45.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/45.0 50.0/-75.0 SO.O/-75.0 50.0/-73.4 50.0/-70.6 47 1/2 50.0/-7S.0 I +50.O/-75.0 I +50.0/-75.0 50.0/-75.0 SO.0/45.0 50.0 -75.0 50.0/45.0 50.0/-75.0 50.0/-75.0 SO.0/-68.9 50.O/-66.2 51 1/2 SO.O/-75.0 50.0/-75.0 SO.O/-75.0 50.0/-75.0 50.0/-75.0 50.0/45.0 50.0/-75.0 1 +50.0/-75.0 1 +50.0/-72.7 50.0/-65.2 50.0/-62.6 53 1/2 50.0/-75.0 50.0/-75.0 50.0/-75.0 SO.0/45.0 S0.0/-75.0 50.0/-75.0 50.0/-75.0 1 +50.005.0 1 +SO.O/-71.0 50.0/-63.6 50.0/-61.0 55 1/2 50.01-75.0 1 +50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 1 +50.0/-75.0 1 +SO.O/-69.S 50.0/42.1 50.0/-59.5 7 Design Pressures (PSF) for Oriel Configuration with Glass Types A, B, C, or D in the Sash, and Glass Types C or D in the Flxed Unit Unit Widths in. el hts(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 2/2 53 1/8 35 1/2 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0 -75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 39 1/2 S0.005.0 50.0 -75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0 -75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-74.1 41 1/2 50.0/-75.0 50.0/-75.0 50.0 -75.0 50.005.0 50.0/-75.0 50.0/-75.0 SO.0/45.0 SO.0/-75.0 50.0/-75.0 50.0/-74.2 50.0/-71.3 43 1/2 50.O/-75.0 50.0 -75.0 50.0 -75.0 50.0 -75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-7L6 50.0/-68.9 47 1/2 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0/-75.0 50.0 -75.0 50.0 -75.0 50.O/-75.0 50.0 -75.0 50.0/-74.8 50.0/-67.2 50.0 -64.6 51 1/2 50.0/-69.0 50.0/-68.4 50.0/-68.4 50.0/-68.4 50.0/-68.1 50.0/-67.4 50.0/-67.4 50.O/-67.4 50.0/-67.4 50.0/-63.6 50.0 -61.1 53 2 50.0/-64.4 50.0/-63.4 50.0/-63.4 50.0/-63.4 50.0/-62.4 50.0/-61.2 50.0/41.1 50.O/-61.1 50.O/-61.1 50.0/-61.1 50.0/-59.5 55 1/2 50.0/-60.3 50.0/-58.9 SO.O/-58.9 50.0/-58.9 50.O/-57.6 50.O/-56.1 50.O/-55.7 50.0/-55.6 50.0 -55.6 50.O/-55.6 50.0/-55.6 59 1/2 50.0/-53.6 50.0 -51.6 50.0 -51.3 50.0/-51.3 50.O/-51.3 50.0/-51.0 50.O/-50.5 50.0/-50.1 50.0/-50.0 50.O/-50.0 50.0 -50.0 63 1/2 50.0/-52.5 50.0/-50.4 50.0/-50.0 S0.0/-50.0 S0.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 65 1/2 50.0/-52.5 50.O/-50.4 50.0 -50.0 50.0/-50.0 50.0/-50.0 50.0 -50.0 50.0 -50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0 -50.0 67 2 50.0 -52.5 50.0/-50.4 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0 -SO.0 50.0/-50.0 50.0 -50.0 50.0 -50.0 50.0/-50.0 71 2/2 50.0/-52.5 50.0/-50.4 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0 -50.0 SO.0/-50.0 50.0/-50.0 50.0/-50.0 S0.0/-50.0 50.0/-50.0 74 3/4 50.0/-52.S 50.0/-50.4 50.0/-SO.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.O/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 76 50.0/-52.5 SO.O/-50.4 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 50.0/-50.0 NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. WINDOW SYSTEMS L1& 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 610 PVC SINGLE HUNG NON -IMPACT onrli aoao UmT ( y o W U mw U m ¢ Z v : No 58201 1 1 0; STATE OF •4(, 114"1/0NA1 z 2/23/2016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 I ETDESCRIPTION: DESIGN PRESSURE CHARTS UWN BY: DATE: ADE 08/09/14 V M: CWS-935 C A ` SHEET 1:1 20F7 7/8' OVERALL 1/8' ANNEALED 5/8' AIRSPACE 1/8" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE'H' 5(8' GLASS BITE GLASS TYPE A GLASS TYPE B 7/8' OVERALL 1/8' TEMPERED 518' AIRSPACE 1/8' TEMPERED X 552 OR T GLAZE'H' ASS SITE GLASS TYPE C 7/8' OVERALL 3/16' ANNEALED 1/2' AIRSPACE 3/16' ANNEALED X 552 OR T GLAZE'H' ASS SITE GLASS TYPE D 7/8' OVERALL 3116' TEMPERED 1/2' AIR SPACE 3/16' TEMPERED X 552 OR T GLAZE'H' ASS BITE 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 610 PVC SINGLE HUNG NON -IMPACT f0 N N o a O O p%"j4OREW" v No 58201 9 t STATE OF 10i 0 R 1 Q. Z 2/23/2016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS AIDE 08/09/14 VO r: REV.: CWS-935 C a SHEET 1:1 30F7 INTERIOR SECTION A -A OTE: ITEMS NOT SHOWN FOR CLARITY: 38-41 SECTION C-C ALTERNATE HD MEETING RAIL AND UNI-FRAME INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION D-D DEEP POCKET UNI-FRAME NOTES: FIN FRAME AVAILABLE FOR BOTH UNI-FRAME AND STANDARD FRAME TYPES. 880 BALANCERS AND DEEP POCKET UNI-FRAME H-6193) REQUIRED FOR LARGER SASHES. (NOT SHOWN IN SECTION B-B) EXTERNAL REINFORCEMENT REQUIRED ON UNIT WIDTHS OVER 37" WITH THE H-6137 FIXED MEETING RAIL AND SCREW -ON INTERLOCK, S-2001. WINDOW SYSTEMS 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W WW.CWS.CC 610 PVC SINGLE HUNG NON -IMPACT 1_ 01 21 21aj a rl' No 58201 bs a 9 ; STATE OF J*4U zz LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 IEET DESCRIPTION: SECTION VIEWS AWN : ADE 08/09/14 WG #: RE ._' CWS-935 C SHEET 1:2 40F7 PVC FRAME HEAD & JAMB H-6125 5/16' 8 15/16' .050' PVC GLAZING BEAD S-6141 1 7/16- D17/16' L PVC SIDE RAIL H-6132 1 3/16'-j 9/16' 1/16• REINF. BTM RAIL S-2007 3 PVC FRAME H-6193 TE: ALL EXTRUSIONS ARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED. 6' 3 PVC FRAME SILL H-6126 5/16' 1 31WT PVC SASH STOP S-6138 2 ve• —y D 15 1 7/16' t/i6' PVC SASH BTM RAIL H-6136 1 5/16- s/1s 1/16• REINF. FMR S-2008 6• 46 1/16' PVC SILL POCKET INSERT S-6216 9/16'-t r-13/16'y JjI" I t 1/16' REINF. SSR HD S-2006 3/4• 13/16' 050' INTERLOCK S-2001 3/4• 1 1/16' PVC SCREEN ADAPTOR S-6143 1 7/16• D6 1 7/8' LFP — 1/16' PVC SASH FMR H-6137 9/16' rl3116*1 4 t/16- REINF. TOP RAIL S-2009 FRAME CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC CORNER WELD (ALL SIDES) 610 PVC1:8 SINGLE HUNG NON -IMPACT f0 IA N o n n w o a o G FIXED MEETING RAIL } SCREWED TOGETHER WITH w w w m OLITERFRAME v Z1:8 1-111/16' 7 17/ I16' 1/16' PVC SASH TOP RAIL H-6138 318' 7/8• 1/8' REINF. EXTERNAL S-2011 1 11/i6'--j F1 5116- 2 1/8'43 4 1 3/16' IELo— 1/16' 1/16' PVC HD FMR REINF. HD FMR H-6F H-2115 6005A-T5 PiSOREW No 58201 :''P v: a 9 % STATE OF :4/, F' z LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS s/e• 4 L 1/16' Ins ADE 08/09/14 DWG 0: CWS-935 RE C PVC SCREEN RETAINER SCALE: SHEET S-6217 1:2 5 OF 7 MIDPOINT @ WIDTHS OVER 37- 6- MAX. (TYP.) 6- MAX. (TYP.) 14 1/2' — MAX D.C. TYP.) L 3• (TYP.) 3- (TYP.) — ANCHOR LAYOUT - (FLANGE) NO SILL ANCHORS REQUIRED] 4' MAX (n NOTE 2 4- MAX (TY 6' MAX O.C. TYP.) INSTALLATION ANCHORS (TYP.) ANCHOR LAYOUT - (FIN) WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 407E 2 W W W.CWS.CC 610 PVC SINGLE HUNG NON -IMPACT te lt2 lol Q ii Nw INSTALLATION w a ANCHORS (TYP.) 3Clw p z 7 W NZ O ti W2 f v : No 58201 -Z OTES: y90 STATE OF INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. Z ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 7. 2/23/2016 LUCAS A. TURNER, P.E. FL PE#58201ALLINSTALLATIONANCHORSMUSTBEMADEOFORPROTECTEDWITHACORROSIONRESISTANTMATERIALORCOATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. RAA1239JABARAAVE. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 PH. 941-380-1574SPECIFIEDINTABLE1, SHEET 7. SHEET DESCRIPTION: ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE ANCHOR SCHEDULE ANDOPTIONAL. NOTES A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: W FOR MASONRY, 1' FOR WOOD AND METAL. DRAWN BY: DATE: WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 08/09/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG r: R V.: SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 C SCALE: SHEETFMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 7 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE INSTALLATION BYINSTALLER SEE TABLE 1 INSIDE AND OUT Jb SEALANT BEHIND FLANGE BY INSTALLER 1/4' MAX SHIM INSTALLATION ANCHOR SEE TABLE I CONTINUOUS DBL 1/4' BEAD OF SEALANT AROUND PERIMETER @ ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BYINSTALLER EALANT BEHIND 1/4' MAX SHIM LANGE BY INSTALLER ERIM TER SI EEAND OUTLANTYINSTALLER UBSTRATE BY OTHERS - EE TABLE 1 A VERTICAL SECTION 7 TYPICAL SILL ANCHORAGE NO SILL ANCHORS REQUIRED MIN. EMBEDMENT SUBSTRATE SEE TABLE 1 BY OTHERS 1/4' MAX. SHIM --I SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 or PERIMETER SEALANT BYNSTALLERL: INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B"*N HORIZONTAL SECTION 7 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS RAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. LANGE CONCRETE (2.0 KSI MIN.) 3/16' ITW TAPCON 1' 1-1/8' LANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16- ITW TAPCON 1' 2' LANGE CONCRETE (2.85 KSI MIN.) 3116' ELCO ULTRACON 1' 1' LANGE GROUT -FILLED CMU (ASTM C-90) 3116' ELCO ULTRACON 1-1/4' 2-1/2' LANGE 2X MIN. SOUTHERN PINE (G-0.55) 3/16' ITW TAPCON OR ELCO ULTRACON 1.3/8' 7/8' LANGE 2XMIN. SOUTHERN PINE (G.0.55) 10 WOOD SCREW 1-318' 7/8' J1NGE 16 GAUGE (0.060') MIN. STEEL STUD 33 KSI YIELD MIN) IG-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULLTHREAD THRU 0.060' 7/i6' 1 NGE 1/ 8' ALUM. (6063-TS MIN.) OR 1/ 8' STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125' 7/16' N 2XMIN. SOUTHERN PINE (G-0.55) 10 WOOD SCREW 1-1/2' 112' TE: UNIF-FRAME OPTIONS NOT SHOWN. MIN. EDGE DIST. SUBSTRATE SEE TABLE I BY OTHERS SEE TABLE 1 1/ 4' MAX SHIM MIN. EMBEDMENT SEE TABLE I PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 7 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION WINDOW SYSTEMS L.!t 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW. CWS.CC 610 PVC SINGLE HUNG NON - IMPACT t0 N 1(f 3 n n 110 Q oao0d%•* pS10RE4y TIleii Gp?. G • Z v : No 58201 '1 9$ STATE 1, A A.4O R 0NA, 2/ 23/2016 Q LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. BYNSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH. 941-380.1574 D HORIZONTAL SECTION 7 BOX FRAME INSTALLATION SHFFT DES RIP ION: SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 08/09/14 MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED 5WG I: RE .: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-935 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 12 70F7 Florida Building Code Online Page 1 of 2 tCA D&PART109 OF B!.;inessMProte ssional Regulation ofFkciV.- _ - fY1 .. IIIIE MUM r rSubmitsurcharge I Stats 6 Facts I Publications I FBC Staff I BCIS Site Map Links I Search I Product Approval PERMIT # Z7 ,9 71 USER PublicUserProductApproval Menu > Product or Application Search > Application List > Application Detail FL * FL17355- R2 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 Custom Window Systems Inc. Address/Phone/ Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368- 6922 Ext255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/ Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368- 6922 Ext291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/ Email 1900 SW 44th Ave. Ocala, FL 34474 352)368- 6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Keystone Certifications, Inc. Steven M. Unch, PE 0 Validation Checklist - Hardcopy Received Standard AAMA/ WDMA/ CSA 101/I.S.2/A440-08 ASTM E1300- 04 Method 1 Option A Year 2008 2004 http:// www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 2/ 15/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved 06/10/2015 06/11/2015 06/16/2015 FL # Model, Number or Name I Description 17355.1 HS-620 Vinyl Horizontal Slider XO I HS-620 Vinyl Horizontal Slider, XO, Non -impact. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Max. sizes: 74" x 63" and 74" x 72". See installation details for DPs. Glass complies with ASTM E1300-04. Certification Agency Certificate FL17355 R2 C CAC CAR 138-1315.Ddf FL17355 R2 C CAC CAR 138-1316.odf FL17355 R2 C CAC CAR 138-1334.Ddf Quality Assurance Contract Expiration Date 10/ 16/2018 Installation Instructions FL17355 R2 II CWS-1031A (HS-620. XO).Ddf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R2 AE EvaIReD CWS-1031A (HS-620. XO).Ddf Created by Independent Third Party: Yes 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider, XOX, Non -impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 R2 C CAC CAR 138-1341.Ddf Approved for use outside HVHZ: Yes FL17355 R2 C CAC CAR 138-1342.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2019 Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and Installation Instructions 1/4-1/2-1/4. See installation details for DPs. Glass complies FL17355 R2 II CWS-1067 (HS-6201 XOX).Ddf with ASTM E1300-04. Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R2 AE EvaIReD CWS-1067 (HS-620. XOX).Ddf Created by Independent Third Party: Yes 17355.3 HS-620 Vinyl Horizontal Slider XX Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Max. sizes: 74" x 63" and 74" x 72". See installation detail for DPs. Glass complies to ASTM E1300-04. HS-620 Vinyl Horizontal Slider, XX, Non -Impact. Certification Agency Certificate FL17355 R2 C CAC CAR 138-1328.Ddf FL17355 R2 C CAC CAR 138-1329.0f FL17355 R2 C CAC CAR 138-1332.odf FL17355 R2 C CAC CAR 138-1333.01" Quality Assurance Contract Expiration Date 12/10/2018 Installation Instructions FL17355 R2 II CWS-1059 (HS-620, XX).Ddf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R2 AE EvaIReD CWS-1059 (HS-620, XX).Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda is an ANEEO employer. Copyright 2007-2013 State of Florida.:' Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487 1395. -pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses arc 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: 99 Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 2/ 15/2017 73 FL HE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ... 1 DP CHARTS & GLAZING DETAIL . .2 SECTION VIEWS . .............................3 EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE & NOTES .......5 INSTALLATION DETAIL . ... .. ... 6 HORIZONTAL SLIDER - NON -IMPACT GENERAL NOTES: f = 090-Es1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) WWW.CWS CC 3. CONFIGURATIONS: "OX" OR "XO'. 620 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2). HORIZ. SLIDERNEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. NON -IMPACT POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES wASTME-1300-04. w 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED cl r IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR ANCHOR c p DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR Y WOOD ANCHOR CALCULATIONS wm 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE n SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION ZO 7. ALL FRAMES AND VENTS FULLY WELDED N z LDIrB. SERIES /MODEL DESIGNATION HS-620. R a 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 - FIXED SASH N w 10 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR riLOCATION. 11. EXTERNAL WEEP SLOT - 5/16" x 2-1/8' LOCATED 4-1/2" FROM BOTH ENDS. J0111011". NWy pRE" 9 E N,y'F•.;QiL'i Op..G P ' No58201Lucas A. Turner P STATE OF :"tu+' O 4" 2015- 04-27 R O.G?,` 21:03-04:00 slist ONA t,• zz 4/ 27/2015 LUCAS A TURNER, P E. FL PE * 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 MAX. UNIT 2011 MTG. RAIL SIZE REINF. DESIGN PRESSURE RATING IMPACT RATING 74" x 63" NO SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE 74" x 72" YES GENERAL NOTES AND ELEVATIONS EMK 1 09/23/14 CWS- 1031 A ALE7 SHEET 1: 25 1 OF IS FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "OX" or "XO" WITH GLASS TYPES A, B, C, OR D Unit I Unit Height vlrlrh 1 351/2 1 391/2 1 431/2 1 471/2 1 51 1/2 1 551/2 1 591/2 1 63 60 4 FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "OX" or "XO" WITH GLASS TYPES A, B, C, OR D Unit Unit Height Width 351/2 391/2 431/2 471/2 1 51 1/2 1 551/2 1 59 1/2 63 391/2 50 -75 50/-75 50 -75 50 -75 1 +50 -75 1 +50 -75 1 +50 -75 1 +50 431/2 50 / -75 50 / -75 50 / -75 50 / -75 1 +50 / -75 1 +50 / -75 1 +50 / -70.1 1 +50 / - 50 / -75 GLASS TYPE A 47.6 /-47 RN OR FLANGE WINDOW WITH 2O11 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "O/X" or "X/O" W rrK GLASS TYPES C OR D Unit Unit Height Width 351/2 391/2 431/2 471/2 51 1/2 551/2 591/2 631/2 671/2 72 391/2 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/75 431/2 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-74.4 471/2 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-74.9 50/-69.3 51 1/2 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -70.4 50 / -65.0 551/2 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -71.9 50 / -66.5 50 / -61.4 59 1 /2 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -74.6 50 / -68.4 50 / -63.2 50 / -58.2 63 1/2 50 -67.9 50 -67.9 50 -67.9 50/-67.9 50 -67.9 50/-67.9 50/-67.9 50/-65.5 1 -60.4 50 -55.5 67 1 /2 50 / -60.1 50 / -60.1 50 / -60.1 50 / -60.1 50 / -60.1 50 / -60.1 50 / -60.11 50 / -60.1 50 / -57.9 50 / -53.2 711/2 1 +50/-53.6 50/-53.6 1+50/-53.6 50/-53.6 50/-53.6 50/-53.6 50/-53.6 50/-53.6 50/-53.6 50/-51.2 74 50/-50.1 50/-50 1 +50/-50 50/-50 50/-50 50/-50 501-50 501-50 1 +50/-50 1 +50/-50 GLASS TYPE C NOTE. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 7/8' OVERALL 1/8' ANNEALED 9/16' AIRSPACE 118" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H' 5/8" GLASS BITE GLASS TYPE B 718" OVERALL 1/8' TEMPERED 9/16" AIRSPACE 1/8' TEMPERED 52 OR LAZE'H" BITE agoUU(Y•j( /"`j WINDOW SYSTEMS Il /I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W CWS CC 620 PVC HORIZ. SLIDER NON -IMPACT wNF o 7/8' OVERALL W16' ANNEALED 7/16" AIRSPACE 7/8' OVERALL 3/16" TEMPERED 7/16' AIRSPACE I O Iz:l 3/16' ANNEALED 3/16' TEMPERED NPNORE'Ti'i Op`GENSF''L% SIKAFLEX 552 OR H' SIKAFLEX 552 OR 36 J '• F No 58201PURFECTGLAZEPURFECTGLAZE'H" v 5/8' GLASS BITE 5/8' GLASS BITE 0: STATE T R 0NA 4/27/2015 GLASS TYPE D LUCAS A. TURNER, P.E. FL PE 8 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION DESIGN PRESSURE CHARTS AND GLAZING DETAILS RAWN BY. DATE EMK 09/23/14 vvo v REV.' CWS-1031 A ALESHEET 1:1 2 OF 6 INTERIOR SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 7-8, 10, 12, 15-16 8 21 SECTION VIEW C-C ALTERNATE FIN FRAME INTERIOR SECTION VIEW B-B SECTION VIEW D-D MTG RAIL REINFORCEMENT (2011) REQUIRED ON UNIT HEIGHTS ABOVE 63" azlom'EsWINDOWSYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 620 PVC HORIZ. SLIDER NON -IMPACT N hNO RE Op. ,4 GENS.•Q2= No 58201 o: (ie 9 STATE OF : W z 4/27/2015 LUCAS A. TURNER, P.E. FL PE S 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS EMK 09/23/14 WG It. REV CWS-1031 A ALE SHEET 1:2 3 OF 6 3 1 H-6139 ISASH DRAW RAIL PVC I ATN 4 H-6140 SASH TOP/BTM/SIDE RAIL PVC ATN 5 H-6140 SASH INTERLOCK RAIL, EXT. PANEL PVC ATN 6 1 P-3028 ISETTING BLOCK, 1/8" x 7/8" x 2" 1 FRANK LOWE 7 1 P-3029 ISCREEN LIFT TABS I STEEL I SUMMIT 1900u19 x x 4 a va• -{ I t47F O O 1 1/2' p 45 1/8" 115/16' p L v1s• B If,• PVC MAIN FRAME - H-6127 PVC TOP/BTM RAIL - H-6140 CORNER CONSTRUCTION WINDOW SYSTEMS LK-U 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW CWS.CC CORNER WELD G2O PVC ALL SIDES ,. e HORIZ. SLIDER NON -IMPACT w a 16 1 P-4754 ISCREEN CORNER KEY NYLON FLA SCREEN } 17 P-5420 WEEP COVER ASSY NYLON ASHLAND w co 18 P-5421 0.625" HOLE PLUG NYLON HEYCO 3 Z 19 P-5423 #8-18 x 0.500" PN PH TEK #2 POINT ZP STEEL FASTENAL 1 11/t6" I-2 1/8' 050" O 20 P-5428 ROLLER ASSY AMESBURY I 7/16" 5/16' Ln 21 P-5429 EXTERIOR TRACK FILLER INSERT PVC TEAM PLASTICS z > 22 P-5430 FIXED PANEL LOCK BRACKET NYLON M&M 1/16' V76' 1/,6' O cc 23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER 1 ,5nsi 1 ,sns" , 31s a 1s 1s 3 R a 24 1 P-5451 IT BLOCK NYLON 2 3 f U 25 P-5448 #8 x 1.50" PN PH #2 POINT TEK ZP STEEL FASTENAL D D : W 26 S-2004 REINF., SIDE RAIL ALUM ASCEND 27 S-2005 REINF., MEETING RAIL, INT. PANEL ALUM ASCEND PVC INTERLOCK RAIL - H-6135 PVC DRAW RAIL - 6139 ALUM INTERLOCK - S-2029 PVC GLAZING BEAD - S-6141 a 28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND I I lz 29 S-2030 ROLLER TRACK ALUM ASCEND pur nrrrr 30 S-2030 ANTI -LIFT FILLER ALUM ASCEND 11/16" ` PP1DREW "Oe' 31 S-2043 REINF, MEETING RAIL, EXT. PANEL ALUM KEYMARK 1/16" 1 5/16-1 15/16" 1 5/16" ,$ •GEkSF'' Q'L 32 5-2044 REINF, TOP/BOTTOM RAIL ALUM ASCEND I J;• C 33 S-6141 0.875" GLAZING BEAD PVC ATN ter; No 58201 34 GLASS SEE SHEET 2 1 5/16' 1 , 1/16' 3 1 1/I16' 7 1 1/16" 35 DOW CORNING 1199 SILICONE 1/16' l ' ' ' CC 36 PURFECTGLAZE"H",SIKAFLEX552 SILICONE HENKEL/SIKA 093" 1/16" '0t^ STATE OF :4uz 37 S-2011 REINF., EXTERNAL ALUM ASCEND i n 'F[ 0 R I'D r' \` 3389 P- 33515 COVER, PH FLATLAWHITE SMS SPVCL FASTENAL TEAM PLASTICS ALUM REINF. - S-2043 ALUM REINF. - S 2044 ALUM REINF - S-2005 ALUM REINF. - S-2004 ,SS pMA E G% E8' 1 9/16' 3/g^ 7/16" I 39 4/27/2015 9 30 7/9" LUCAS A. TURNER, P.E. J 1/16" J FL PE # 58201 PVC COVER - P-5400 1239 JABARA AVE. ALUM ROLLER TRACK - S-2030 ALUM EXT. REINF. - S-2011 NORTH PORT, FL 34288 PH. 941-380-1574 EMK 09/23/14 DWG M REV.. CWS-1031 A SCALE SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED 1:2 4 OF 6 ANCHOR AT MIDSPAN FOR UNIT HEIGHTS OVER 63- (TYP.) 6" MAX (TYP.) I —.II 6" MAX. (TYP.), I 1 3" (TYP) s' (TYP 1 r SEE NOTE 2 ANCHOR LAYOUT -(FLANGE) INSTALLATION ANCHOR (TYP) 8- MAX O.C. (TYP.) - i 4" MAX. (TYR)- 4- MAX (TYP.) — 8' — MAX O.C. TYP) I L 3' THRU FRAME ANCHOR i X ANCHOR LAYOUT - (FIN) NOTE THRU FRAME ANCHORS @ MTG RAIL TYP.) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3 ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 0=pm-fWINDOWSYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 620 PVC HORIZ. SLIDER NON -IMPACT PNO R E v No 58201 v: :cc 9Ot STATE OF :4: zz 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE ANCHOR SCHEDULE ANDOPTIONAL. NOTES 7 A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY DATE 8 WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK 09/23/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG x REV. 9 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS, CWS-1031 A SCALE. SHEETFMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 5OF6 MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS awlYW/m T%rTYPICALHEADANCHORAGE MIN EDGE DIST( t14" MAX SHIM SEE TABLE 1 MIN. EDGE DIST SUBSTRATE WINDOW SYSTEMS I\/I AVE.AYE SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 OCA A, FLORIDA 34474OCALA, 1/4' MAX. SHIM WS ccWWWCWSCC SUBSTRATE BY OTHERS IN EDGE DIST SEE TABLE 1 EE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 INSTALLATIONPERIMETERPVCSEALANTSEETABLE1620 BYINSTALLER HORIZ. SLIDERINSIDEANDOUTpMIN. b TANCHORVx EMBEDMENT1 NON -IMPACT SEALANT BEHIND SEE TABLE 1 FLANGE BY INSTALLER 1/4" MAX. SHIM N PERIMETER SEALANT N H PERIMETER SEALANT n BY INSTALLER g d BY INSTALLER Lc INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 w CO FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER ZOINSTALLATIONANCHOR SEE TABLE 1 B HORIZONTAL SECTION C HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE FIN INSTALLATION In ZHEADANDSILLSIMILARFOR WO0C NOTE: ADDITIONAL THRU-FRAME ANCHORS a AS SHOWN IN DET. A/6) REQ'D AT MTG RAIL, IC U SEE SHEET 5 ANCHOR LAYOUT. w 0 SEALANT BEHIND 1/4" MAX. SHIM FLANGE BY INSTALLER 0 PERIMETER SEALANT I MIN EMBEDMENT BY INSTALLER ASEE TABLE 1 INSIDE AND OUT /////I SUBSTRATE BY OTHERS r- --I MIN. EDGE DIST SEE TABLE 1 SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3116" ITW TAPCON 1" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16- ITW TAPCON 1" 2" FLANGE CONCRETE (2 85 KSI MIN) 3116' ELCO ULTRACON 1" 1- FLANGE HOLLOW or GROUT -FILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4' 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) X10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) N10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) N10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0 125" 7/16" FIN 2XMIN. SOUTHERN PINE (0=0.55) 810 WOOD SCREW 1-1/2" 1/2" PERIMETER SEALANTBYINSTALLER INSIDE AND OUT 0 HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. PNORE W rrGrrri v : " No 58201it- gyp STATE OF ;14: O FS 4/27/2015 LUCAS A. TURNER, P.E. FL PE 8 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS EMK 09/23/14 w x REV.. CWS-1031 A AL SHEET 1:2 6OF6 O/J/N10 rionoa tsuuang t.,DDe unHne r p - C • "f e ar YI -E Hmda Deparmen;c BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts ; Publications FBC Staff BCIS Site Map Links I Search BusineW'jo Professional aSERPubliccUseeroval pERMI # 1-7, 3 7 3 Regulation Product Aooroval Menu > Product or Application Search > App ation List HR. FW Search Criteria urrikbfc Refine Search Code Version 2014 FL # 5414 Application Type ALL Prod* Manufacturer ALL Category ALL Subcat\ eMethod ALL Application Status ALL Compli ALL Quality Assurance Entity ALL Qualityce Entity Contra Expired ALL Product Model, Number or Name ALL Production ALL Approved for use in HVHZ ALL Approve outside HZ ALL Impact Resistant ALL Design ALL Other ALL Search Results - Aoolications FL# Type Manufacturer Vali at B Status FL5414-1114 Revision Simonton Windows Category: Windows Subcategory: Single Hung erican rchitectural Manufacturers Association 214) 878- 642 Approved History Approveo py UnYK. Approvals oy UtsYK snail oe revlewea ana Contact Us :: oy the rums ano/or me t.ommisston it necessary. The State of Florida Is an AA/EEO employer. Copsfight 2007-2013 State of Florida.: P We Under Florida law, email addresses ar/ Depantewaytlhp;aln If you do not want your e-mail address mail to this entity. Instead, conty phone or by traditional mail. If you have 455.2750), Florida Statutes, effectiv012, licensees licensed under Chapter 455, F. one. The emalls provided may be l communication with the licensee. However personal address, please provide the th an email address which can be made avail 455, F.S.,please dick here . Product Approval Accepts: N ® d1—T1 0 Phone: 850-487-1824 Statement :: Accessibility Statement :: Refund Statemen sed In response to a public -records request, do not send electronic questions, please contact 850.487.1395. *Pursuant to Section must provide the Department with an email address If they have tall addresses are public record. If you do not wish to supply a le to the public. To determine If you are a licensee under Chapter hUpsl/floridabuilding.org/pr/pr_pppjstaspx 1/1 01WZU10 rioriva t5wiLing coos uruine 1%fW/ Fair - l Florida D2parimentr BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map Links I Search j Business," Professional ' SroR Pub User Regulation Intrrr!r rr rtRs'inl^ Product Approval Menu > Product or ADDliration Search > ADolication List > Application Detail FL # FL5414-R14 Application Type Revision 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Luanne Harris luanne.harris@simonton.com Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S 2/A440 AAMA/WDMA/CSA 101/I.S 2/A440 Florida Licensed Professional Engineer or Architect FL5414 R14 Eouiv Sim Ex-PVC-Eouivalencv.odf Year 2005 2008 h"J/floridabLnlding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHrmRpFgO4NXGpsag2%2fSatHCX)f%2Flb0U8jbA%3d%3d 1/3 aWcu iD rionua ouiwing c.uue vmme Product Approval Method Method 1 Option A Date Submitted 05/06/2016 Date Validated 05/10/2016 Date Pending FBC Approval Date Approved 05/12/2016 Summary of Products FL # Model, Number or Name Description 5414.1 41-18 ProHnish Brickmould 300 Vinyl Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5414 R14 C CAC 41-18 SH 36x63 R45 (ext.).Ddf FL5414 R14 C CAC 41-18 SH 36x76 R50 (ext.).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL5414 R14 C CAC 41-18 SH 44x63 R35 (ext.).Ddf FL5414 R14 C CAC 41-18 SH 44x63 R45.DdfDesignPressure: N/A Other: 48x80 (+/-25 PSF), 53x71 (+/-30 PSF), 44x63 (+/-35 FL5414 R14 C CAC 41-18 SH 48x72 R40.1)df PSF), 48x72 (+/-40 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 FL5414 R14 C CAC 41-18 SH 48x80 R25 (ext.).Ddf FL5414 R14 C CAC 41-18 SH 53x71 R30 (ext.).DdfPSF), 36x76 (+/-50 PSF) Quality Assurance Contract Expiration Date 09/26/2020 Installation Instructions FL5414 R14 II IN0228 41-18 SH 2X.Ddf FL5414 R14 II IN0285-R2.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R14 AE Eva IReDOrt-IN0285-R2.Ddf Created by Independent Third Party: Yes 5414.2 41-18 ProHnish Brickmould 300 Vinyl Twin Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5414 R14 C CAC 41-18 SH Twin 73x74 R PG50.odf Approved for use outside HVHZ: Yes FL5414 R14 C CAC 41-18 SH Twin 73x74 R45 (ext.).Ddf FL5414 R14 C CAC 41-18 SH Twin 89x63 R30.DdfImpactResistant: No FL5414 R14 C CAC 41-18 SH Twin 96x80 R35.DdfDesignPressure: N/A Quality Assurance Contract Expiration DateOther: 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 7304 (+/-45 PSF), 73x74 (+/-50 PSF) 07/11/2016 Installation Instructions FL5414 R14 II IN0230 41-18 SH T-Mulled Twin 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5414.3 41-18 ProHnish Brickmould 300 Vinyl Triple Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5414 R14 C CAC 41-18 SH Triple 109x63 R35 (ext.).Ddf FL5414 R14 C CAC 41-18 SH Twin 109x72 R PG45.DdfApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: No Design Pressure: N/A 03/13/2017 Other: 109x63 (+/-35 PSF) or 10902 (+/-45 PSF) Installation Instructions FL5414 R14 II IN0232 41-18 SH T-Mull TriDle 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5414.4 43-06 / 43-17 THD 6060 Vantage Pointe, Prol finish Builder, ProHnish Contractor, ProHnish Master, Grand Estates New Construction Vinyl Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5414 R14 C CAC 43-06 SH (Fin) 44x63 R PG45.Ddf FL5414 R14 C CAC 43-06 SH (Fin) 53x71 R35 (ext.).odfApprovedforuseoutsideHVHZ: Yes FL5414 R14 C CAC 43-06 SH 32x62 R50.DdfImpactResistant: No Design Pressure: N/A FL5414 R14 C CAC 43-06 SH 3602 R25.Ddf Other: 36x72 (+/-25 PSF), 48x80 (+/-25 PSF), 44x63 (+/-35 FL5414 R14 C CAC 43-06 SH 36x74 R35.Ddf PSF), 36x74 (+/-35 PSF), 5301 (+/-35 PSF), 48x72 (+/-40 FL5414 R14 C CAC 43-06 SH 36x74 R50.Ddf PSF), 44x63 (+/-45 PSF), 36x84 (+/-50 PSF), 36x74 (+/-50 FL5414 R14 C CAC 43-06 SH 36x84 R50.Ddf PSF), 32x62 (+/-50 PSF) FL5414 R14 C CAC 43-06 SH 44x63 R35.Ddf FL5414 R14 C CAC 43-06 SH 44x63 R45.Ddf FL5414 R14 C CAC 43-06 SH 48x72 R40.Ddf hft.psJ/BoridabLAiding.org/pr/Pr_app O.aspx?param=wGEVXQwtDgtHJPwMo6eHrmRpFgO4NXGpsag2%2fSatHCXJf%2f1b0U8jbA%3d%3d 213 W1 4v l u vjl 1U uullWlly li WIYII= FL5414 R14 C CAC 43-06 SH 48x80 LC25.Ddf FL5414 R14 C CAC 43-17 SH (Finless) 48x80 R25.Ddf FL5414 R14 C CAC 43-17 to 43-06 Waiver.Ddf Quality Assurance Contract Expiration Date 07/10/2016 Installation Instructions FL5414 R14 II IN0160 43-06 43-17 SH 2X.Ddf FL5414 R14 II IN0242-113 43-06 43-17 SH 1X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R14 AE EvalReport-IN0242-113.Ddf Created by Independent Third Party: Yes 5414.5 143-17 I ProFinish Contractor, ProRnish Master, Grand Estates New Construction Vinyl Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 44x63 (+/-35 PSF), 36x76 (+/-50 PSF), 36x96 (+/-50 PSF) Certification Agency Certificate FL5414 R14 C CAC 43-17 SH (Fin) 36x96 R PG50.Ddf FL5414 R14 C CAC 43-17 SH (Fin) 48x80 R PG25.Ddf FL5414 R14 C CAC 43-17 SH 36x76 R50.Ddf FL5414 R14 C CAC 43-17 SH 44x63 R35.Ddf FL5414 R14 C CAC 43-17 SH 44x96 R PG20.Ddf Quality Assurance Contract Expiration Date 07/11/2016 Installation Instructions FL5414 R14 II IN0162 43-17 SH 2X.Ddf FL5414 R14 I1 IN0244-113 43-17 SH 1X.Odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R14 AE EvalReDOrt-IN0244-113.Ddf Created by Independent Third Party: Yes 5414.6 43-17 I ProRnish Contractor, ProFinish Master, Grand Estates New Construction Vinyl Twin Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 89x63 (+/-30 PSF), 73x63 (+/-35 PSF), 73x74 (+/-45 PSF) Certification Agency Certificate FL5414 R14 C CAC 43-17 SH Twin 73x63 R35.Ddf FL5414 R14 C CAC 43-17 SH Twin 7304 R PG45.Ddf FL5414 R14 C CAC 43-17 SH Twin 89x63 R30.Ddf Quality Assurance Contract Expiration Date 07/10/2016 Installation Instructions FL5414 R14 II IN0161 43-17 SH T-Mull Twin 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Sack idQx: Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here Product Approval Accepts: M CFrd S FE htt Ifioridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHrmRpFgO4NXGpsag2%2fSatHCXJfa/o2f1b0U8jbAg/o3d%3d 313 Validator / Operations Administrator) Simonton Windows 1 Cochrane Ave. Pennsboro, WV 26415 Attn: Tina Jenkins AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION EI 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 TESTEDAAMANVDMA/CSA 101/1.S.2/A440-05 H-R50"-813x1575 (32x62) COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Simonton Windows 43-06 SH FRAME SASH 9207 PVC)(O/X)(IG & OG)(INS GL) 813 min x 1575 mm 756 mm x 759 min Code: SIM TILT)(ASTM) 2'8" x 5'2") 2'6" x 2'6") 2. This Certification will expire July 10, 2016 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.: C0826.01-109-47 Date of Report: July 30, 2012 Date: August 1, 2012 Cc: AAMA JGS ACP-04 (Rev. 1/11) Validated for Certification h' 4--L oci ted Laboratories, Inc. Authorized for Certification f Amedcari Architectural Manufacturers Association MODEL DESIGNATION: Simonton Single Hung Series 43-06 / 43-17 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: 0 X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070" SIZE CHART OVERALL SIZE DP RATINGWIDTH W., HEIGHT H' 48" 80' 25 PSF 36" 72' 53" 71" 35 PSF44" 63" 36" 74' 48" 72' 40 PSF 44" 63" 45 PSF 36" 74' 50 PSF32" 62' 36" 84" NO P.E. SEAL REQUIRED .i_. REVISIONS: INSTALLATION SUPPORTED 7 1 REMOVED 36- x 62- DPes. BY AAMA TEST REPORTS 4T.P.ATED SIZES PER NEW TEST REPORTS. S 1 UPDATED SIZES PER NEW TEST REPORTS. SILICONE CAULKVl/4LICMAX.. I e IADDED MIN. EDGE DIST. NOTES 2X BUCK N6 X 1 1/4' MIN. WOOD SCREW WITH 1.00' MIN. EMBEDMENT INTO WOODCAULK MIN. EDGE DIST., SEE NOTESSHIM H6 % 1 1/4' MIN. W000 SCREW WITH 1.00" MIN. HEAD EMBEDMENT INTO WOOD MIN. EDGE DIST., SEE NOTES 1 4X SCALE SILICONE CAULK 1/4' MAX. SHIM N6 X 1 1/4" MIN. WOOD SILICONE CAULK UM SCREW WITH 1.00" MIN. EMBEDMENTINTO WOOD MIN. EDGE DIST.. SEE NOTES 2X BUCK SILICONE CAULK SILL 4X SCALE REVISED 11YJ DATE: T.D.D. 10/10/08 T.D.D. 10/12/09 T.D.D. 07/0e/10 T.D.D. 02/03/12 T.D.D. 02/04/13 OJM 06/17/15 2X BUCK SILICONE CAULK 1/4' MAX. SHIM JAMB 47 SCALE 1.TThis installation has been evaluated for use in locations adhering to the Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local lows, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims ore optional. Max. shim stack is 1/4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. 9. Installation screws must be at least 1/2" from the edge of the wood. 10. Glazing shall comply with ASTM E 1300-04. TSMOSURF STATEMENT This document Is the properly of Simonton Windows, which releln all proprietary and other rights to Its subject malty. This dacvmeot Is proNOed to the recipient on the ..pressed dltim that It Is not to be disclosed, reproduced In whole e part, nor used In e-junctlen with the design, menufecturs or repair of goods for anyone other than Simonton Windows without Its consent. This restriction does net limit the rocpi-Cs rights to utsise lnformntlon contained In this document which Is properly obtained from another source. Dimensional Tolerances SIMONTON* Unless Otherwise SaeclRed . n u s I I C-hnnc A— P—b-,. WV 26415 Decimals Angles SCALE: EET: A d:.03 FIT t of 1 x i .01 0' 30 min. SERIES: xx:.005 43-06 43-17x URNER ENGINEERING & CONSULTING. INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report IN0242-113 June 18, 2015 Product Description: Single Hung Window Series 43-06/43-17, OX configuration Manufacturer: Simonton Windows, 1 Cochrane Ave., Pennsboro, WV Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5'h Edition (2014) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Installation drawing [N0242-R3, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports B0681.01-501-47-r0, C3504.01-501-47-r0, and C3505.01-501-47-r0, from Architectural Testing, Inc., Springdale, PA, and C0826.01-109-47-R0, C0835.01-109-47-R0, C0837.01- l 09-47-R0, C4258.01-109-47-R0, C4260.01-109-47-R0, and C6586.01-109-47-r0, from Architectural Testing, Inc., York, PA, with testing performed: AAMA/WDMA/CSA 101 /I.S.2/A440-05/08 4) Supplemental Calculations to support IN0242-R3, signed and sealed by Lucas A. Turner, P.E. 5) Test Report ETC-97-264-4091.0, from ETC Laboratories, Rochester, NY, signed and sealed by J. L. Doldan, P.E., report used for PVC extrusion Dade master file # 12-1037 a. Testing Performed: ASTM D1929-96 Ignition Temperature, ASTM D2843-93 Smoke Density, ASTM D635-96 Rate of Burning, ASTM G26-95 UV Exposure for 4500 hours, ASTM D638-96 6) Statement of equivalency of tested flame, smoke, UV, and tensile standards, with those required per 5'h Ed. (2014) FBC and Dade Plastics checklist #0445, signed/sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to installation drawing IN0242-R3. Limitations of Use: This product: May be used in the configurations and product sizes as indicated in IN0242-R3 Is non -impact and requires the use of impact protective devices in windborne debris regions May not be used in the High Velocity Hurricane Zone Requires white SimEx, Inc. PVC extrusions with current listing as an AAMA Certified Profile Licensee under AAMA 303 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Simonton Windows or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. PS.10REVv LENS G Q'. v .• No 5$201 : 7a z STATE OF ONM 6/ 18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-06-18 1 R•ao-na•nn 6l9/2016 Florida Building Code Online r l da Dcpartmentc` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines( nk') Professial ' s USER: Produc lApproval PERMIT # a- 3 7 7 Regulation / ff ,,, Product Approval Menu > Product or AoDlication Search > Application List r • _ Search Criteria UK; Refine Search Code Version 2014 FL# 5179 Application Type ALL Product Manufacture ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Enti Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside VHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aoolications FL# Tvoe Manufacturer Validated By Status FL5179-RIS Revision Simonton Windows Category: Windows Subcategory: Horizontal Slider American Archi ct ral Manufacturers Association 214) 878-164 Approved History Approveo Dy unrK. Approvals Dy unrK snail oe reviewea ano rauneo oy the rut- ano/or Contact Us :: The State of Florida Is an AA/EEO employer. Privacy Statement,: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your -mall address released In respo W a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional ail. If you have any questions, I: a contact 650.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed er Chapter 455, F.S. must provide t e Department with an email address If they have one. The emalls provided may be used for official communication with Ilcensee. However email addresses a public record. If you do not wish to supply a personal address, please provide the Department with an email address hlch can be made available to the public. determine If you are a licensee under Chapter 45 , F.S., please dick here. roductApproval Accepts: EE M C1 SAw httpsY/ floridabLilding.orgtpr/pr ppp Istaspx 1/1 6/9/2016 Florida Building Code Online 12 4-P-i C ida Deparmenic' BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines S ER PubllA ApprovalQOrovalRegulation Product Approval Menu > Product or ADDliation Search > Application List > Application Detail FL * FL5179-R15 Application Type Revision 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Luanne Harris luanne.harris@simonton.com Luanne Harris 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Windows Horizontal Slider Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Florida Licensed Professional Engineer or Architect FL5179 R15 Eauiv Sim Ex-PVC-Eauivalencv.odf Year 2005 2008 httpsl/floridabuilding.orgtpr/pr app d.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLwiaOnDLgVSprJGKwuLRsQQ%3d%3d 1/5 6/9/2016 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 04/29/2016 Date Validated 05/04/2016 Date Pending FBC Approval Date Approved 05/06/2016 Summary of Products FL # Model, Number or Name Description 5179.1 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premier, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 07-09 HS 63x48 R PG55.odf Approved for use outside HVHZ: Yes R-5179 R15 C CAC 07-09 HS 73x51 R PG50.odf Impact Resistant: No FL5179 R15 C CAC 07-09 HS 78x63 R PG25.Ddf Design Pressure: N/A FL5179 R15 C CAC 07-09-10-20 and 08-09 -10 -20 Waiver.DdfOther: 78x63 (+/-25 PSF), 73x51 (+/-50 PSF), 63x48 (+/-55 PSF) Quality Assurance Contract Expiration Date 04/25/2017 Installation Instructions FL5179 R15 II IN0137 07-09 07-10 07-20 SL 2X.odf FL5179 R15 II IN0259 SS 07-09 07-10 07-20 SL 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R15 AE PER3826 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.2 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premier, Amcraft Grand Estates Premium Plus, Grandura Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 07-09 EV 100x48 R PG45.odf Approved for use outside HVHZ: Yes R-5179 R15 C CAC 07-09 EV 105x51 R PG45.Ddf Impact Resistant: No FL5179 R15 C CAC 07-09 EV 136x63 R PG25.Ddf Design Pressure: N/A FL5179 R15 C CAC 07-09 EV 148x48 R PG30.Ddf Other: 136x63 (+/-25 PSF), 148x48 & 84x63 (+/-30 PSF), FL5179 R15 C CAC 07-09 EV 84x48 R PG55.Ddf 105x51 & 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) FL5179 R15 C CAC 07-09 EV 84x63 R PG30.Ddf FL5179 R15 C CAC 07-09-10-20 and 08-09 -10-20 Waiver.Ddf Quality Assurance Contract Expiration Date 06/05/2017 Installation Instructions FL5179 R15 II IN0226 SS 07-09 07-10 07-20 EV 1X.Ddf FL5179 R15 II IN0227 07-09 07-10 07-20 EV 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R15 AE PER3825 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.3 07-20 (Nailing Fin Installation) Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 07-20 HS 73x62 R PG50 (ext.).Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 07/27/2016 Design Pressure: +50/-50 Installation Instructions Other: 73x62 FL5179 R15 II IN0526 07-02 SL 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.4 07-75 THD 6500 Vantage Pointe Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 07-75 HS 63x48 R PG55.Ddf httpsJ/Boridabuilding.orgtpr/pr app U.aspx?param=wGEVXQwtDgtQcih%2bCtWN68rWgpmbdQgLwiaOnDLgVSprJGKwuLRsQQ%3d%3d 215 Florida Building Code Online6i9/2016 s Approved for use outside HVHZ: Yes FL5179 R15 C CAC 07-75 HS 72x48 R PG45.odf Impact Resistant: No FL5179 R1S C CAC 07-75 HS 78x63 R PG25.odf Design Pressure: N/A FL5179 R15 C CAC 07-75 HS 78x63 R PG40.Ddf Other: 78x63 (+/-25 PSF), 78x63 (+/-40 PSF), 72x48 (+/-45 Quality Assurance Contract Expiration Date PSF), 63x48 (+/-55 PSF) 10/15/2017 Installation Instructions FL5179 R15 II IN0224 SS 75-75 SL 1X.Ddf FL5179 R15 II IN0225 07-75 SL 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R15 AE PER3824 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.5 07-75 THD 6500 Vantage Pointe Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 07-75 EV 100x48 R PG45.Ddf FL5179 R15 C CAC 07-75 EV 110x63 R PG40.odfApprovedforuseoutsideHVHZ: Yes FL5179 R1S C CAC 07-75 EV 136x63 R PG25.DdfImpactResistant: No FL5179 R15 C CAC 07-75 EV 84x48 R PG55.DdfDesignPressure: N/A Other: 136x63 (+/-25 PSF), 84x63 (+/-30 PSF), 110x63 FL5179 R15 C CAC 07-75 EV 84x63 R PG30.Ddf 40 PSF), 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) Quality Assurance Contract Expiration Date 10/ 15/2017 Installation Instructions FL5179 R15 II IN0144 SS 75-75 EV 1X.odf FL5179 R15 II IN0145 07-75 EV 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R15 AE PER3822 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.6 41-18 Profinish BrickMould 300 Vinyl 2-Cite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 41-18 HS 73x63 R30.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/12/2016 Design Pressure: +30/-30 Installation Instructions Other: 72x60 FL5179 R15 II IN0234 41-18 SL 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.7 42-19 _ — _ Profinish BrickMould 600 Vinyl 2-Cite Horizontal Slider —_ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 42-19 HS 60x52 R PG45 (ext.).Ddf FL5179 R15 C CAC 42-19 HS 69x65 R PG25 (ext.).DdfApprovedforuseoutsideHVHZ: Yes FL5179 R15 C CAC 42-19 HS 72x36 R PG40 (ext.).DdfImpactResistant: No FL5179 R15 C CAC 42-19 HS 72x54 R PG30 (ext.).DdfDesignPressure: N/A FL5179 R15 C CAC 42-19 HS 78x63 R PG25 (ext.).DdfOther: 78x63 & 69x65 (+/-25 PSF), 72x54 (+/-30 PSF), Quality Assurance Contract Expiration Date72x36 (+/-40 PSF), 60x52 (+/-45 PSF) 10/26/2016 Installation Instructions FL5179 R15 II IN0152 42-19 SL 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.8 42-19 Simonton Profinish Brickmould 600 Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 42-19 EV 8036 R PG40 (ext.).Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 12/07/2016 Design Pressure: +40/-40 Installation Instructions Other: 84x36 FL5179 R15 II IN0153 42-19 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.9 43-06 and 43-17 THD 6060 Vantage Pointe, Profinish Builder, Profinish httpsltfioridabuilding.org(pr/pr app o.aspx?param=wGEVXQwtDgtQcih%2bCtWN68rWgpmbdQgLwiaOnDLgVSprJGKwuLRsQQ%3d%3d 36 6/912016 Florida Building Code Online Contractor, ProFlnish Master, Grand Estates New Construction Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 43-06 HS 72x48 R35.Ddf Approved for use outside HVHZ: Yes FL5179 R15 C CAC 43-06 HS 72x63 R30.odf Impact Resistant: No FL5179 R15 C CAC 43-17 to 43-06 Waiver.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF) 07/11/2016 Installation Instructions FL5179 R15 II IN0142 43-06 43-17 SL 2X.udf FL5179 R15 II IN0260 SS 43-06 SL 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R15 AE PER3827 SS 2015-06-24.0f Created by Independent Third Party: Yes 5179.10 43-06 and 43-17 THD 6060 Vantage Point, Profinish Builder, ProFinish Contractor, Prolinish Master, Grand Estates New Construction Vinyl 3-Cite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 43-06 EV (Fin) 96x63 R PG30 (ext.).odf FL5179 R15 C CAC 43-17 to 43-06 Waiver.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 09/07/2016 Other: 96x63 Installation Instructions FL5179 R15 II IN0170 43-06 43-17 EV 2X.odf FL5179 R15 II IN0269 SS 43-06 EV 1X.Ddr Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R15 AE PER3829 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.11 43-17 Profinish Contractor, Amcraft Grand Estates New Construction Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 43-17 HS 72x48 R35.Ddf Approved for use outside HVHZ: Yes FL5179 R15 C CAC 43-17 HS 72x63 R30 (ext).Ddf Quality Assurance Contract Expiration DateImpactResistant: No Design Pressure: N/A 09/12/2016 Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF) Installation Instructions FL5179 R15 II IN0141 43-17 SL 2X.odf FL5179 R15 II IN0262 SS 43-17 SL 1X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R15 AE PER3828 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.12 43-35 and 43-40 Reflections 5050/5300, 6100 Vantage Pointe, Asure, Prism Bronze/Gold/Ultra Gold, Grand Estates, Grand Estates Plus Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 43-35 HS 72x36 R35 (ext.).Ddf FL5179 R15 C CAC 43-35 HS 72x54 R PG30.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL5179 R15 C CAC 43-35 HS 78x63 R PG25.Ddf Design Pressure: N/A FL5179 R15 C CAC 43-35 to 43-40 SL Waiver.Ddf FL5179 R15 C CAC 43-40 HS 69x65 R25.DdfOther: 69x65 (+/-25 PSF), 78x63 (+/-25 PSF), 72x54 (+/-30 PSF), 72x36 (+/-35 PSF) FL5179 R15 C CAC 43-40 HS 72x54 R PG30.Ddf FL5179 R15 C CAC 43-40 HS 78x63 R-PG25.Ddf Quality Assurance Contract Expiration Date O1/30/2017 Installation Instructions FL5179 R15 1I IN0139 43-35 43-40 SL 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.13 43-35 and 43-40 Reflections 5050/5300, 6100 VantagePointe, Asure, Prism Bronze/Gold/Ultra Gold, Grand Estates, Grand Estates Plus Vinyl 3-1-ite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R15 C CAC 43-35 EV 84x36 R35 (ext.).odf http ltfloridabuilding.orgtpr/pr app o.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLwiaOnDLgVSprJGKwuLRsQQ%3d%3d 415 6/9/2016 Florida Building Code Online Approved for use outside Impact Resistant: No Design Pressure: N/A Other: 8406 (+/-35 PSF), HVHZ: Yes 8406 (+/-40 PSF) FL5179 R15 C CAC 43-40 EV 8406 R-PG40.Ddf Quality Assurance Contract Expiration Date 11/20/2017 Installation Instructions FL5179 R15 II IN0146 SS 43-35 43-40 EV 1X.Ddf FL5179 R15 II IN0147 43-35 43-40 EV 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R15 AE PER3823 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.14 43-40 Reflections 5050/5300, 6100 Vantage Pointe, Prism Bronze/Ultra Gold, Grand Estates, Grand Estates Plus Vinyl 2- Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: 72x36 Certification Agency Certificate FL5179 R15 C CAC 43-40 HS 72x36 HS R40.0f Quality Assurance Contract Expiration Date 09/11/2021 Installation Instructions FL5179 R15 II IN0566 43-40 SL 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Ncxt Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here Product Approva I Accepts: Z ® d xr Credit httpsJ/floridabuilding.orgtpr/pr app d.aspx?param=wGEVXQwtDgtQclhg/o2bCtWN68rWgpmbdQgLwiaOnDLgVSprJGKwuLRsQQ%3d%3d 5/5 URNER ENGINEERING & CONSULTING, INC. Standards Equivalency Determination 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 April 25, 2015 Reference: SimEx White Rigid Poly Vinyl Chloride (PVC) Exterior Profile Extrusions ETC Laboratories Report #ETC-97-264-4091.0 I have performed an evaluation of the testing performed by ETC Laboratories in Rochester, NY in their test report ETC-97-264-4091.0. The testing was performed for AAMA and used for general qualification of white PVC material due to testing multiple manufacturers and documenting similar performance, and is therefore being submitted to qualify SimEx, Inc. white colored PVC extrusions. This is the same testing used for Miami -Dade material Master File 12-1037, the current basis for AAMA-certified extruders in the HVHZ. This report is based on older or different versions of the various ASTM standards than those referenced in the Miami - Dade Checklist #0445 and Florida Building Code 5th Edition (2014); therefore I analyzed the standards for equivalency and current code compliance. Please see the table below for the findings: As -Tested in ETC-97-264-4091.0 As -Required in Checklist #0445 / FBC 51 Edition (2014) Equivalent Meets FBC 5th Ed. 2014)? ASTM D1929-96 Ignition ASTM D1929-96(2001)e1 (this version was an Yes Temperature, with samples ASTM re -approval of the 96 version with only tested showing an average editorial revisions not affecting the technical ignition temp. of 9250F aspects of the standard), with required results of ignition temperature > 650°F ASTM D2843-93 Smoke Density, ASTM D2843-99(2004)e1 (this version Yes with samples tested showing an compared to the 93 version has identical test average smoke density value of sample size, burner assembly and pressure, 43 chamber size, test duration, and photometric and timing equipment) with required results of smoke density <= 75 V40 RE V1,T GEIV G ' No 58201 STATE OF O . , Lucas A. Turner ',,'' C p R QP N 2015-04-25 •, ss/ ••.....•i C%% OMA 15:27-04:00 1111 91 7 4/25/2015 Lucas A. Turner, P.E. FL PE #58201 ASTM D635-96 Rate of Burning, ASTM D635-06 (this version compared to the Yes with samples tested all achieving 96 version has identical test duration, sample a combustibility classification of and flame size and orientation, and test Class C-1 (burn rate <= 1"/min.) apparatus, except that the wire gauze in this version is positioned more directly under the test sample to catch falling embers, which does not affect the rate of burning), with required results of Class C-1 or C-2 ASTM G26-95 Method A Xenon ASTM G26 or G155 per Checklist, ASTM Yes UV Exposure, with testing G155-05a per FBC: protocols of 6500W lamp, Testing complies explicitly with G26. daylight filter (0.35 W/m2*nm @ G155-05a also requires 6500 W lamp, daylight 340nm), 4500 hours, intermittent filter (0.35 W/m2*nm @ 340nm), 4500 hours, water spray. however FBC2010 does not require water spray. Intermittent water spray represents more stringent "torture test' of product. ASTM D638-96 Tensile Test after ASTM D638-03 (this version compared to the Yes G26 test exposure, with samples 96 version has identical prescribed dog -bone tested showing an average of geometry and tolerances, environmental 4.98% difference in Yield pretreat and test conditions, and test speed Strength between exposed and per Table 1 of standard), with required results unexposed samples of change in Yield Strength of < 10% Based on these assessments, the testing performed in ETC-97-264-4091.0 is compliant with FBC 5th Edition (2014) and Miami -Dade Checklist #0445 for the standards tested. An additional standard that is referenced in the FBC 5th Edition (2014) Section 2614.2 Approved Plastic definition, but not in the Checklist #0445, is impact testing on the samples per ASTM D256 (pendulum test) after the UV exposure. This testing is not prescribed in the Checklist 0445 because it is felt that it does not help to characterize performance changes in the samples for non -exposed vs. exposed samples, and that only the ASTM D638 testing is meaningful in this regard. As such, ASTM D256 testing was not performed in ETC-97-264- 4091.0. However, an impact drop test per ASTM D4226 is performed after 6, 12, and 24 month weathering per AAMA 303, with more stringent AAMA requirements of 5340 J/m min. brittle impact results, as a prerequisite for member participation in the AAMA Fenestration Exterior Thermoplastic Profile Certification program. Because of this broad array of ongoing impact testing by AAMA members, after varying levels of exterior weathering, it is my recommendation that the ASTM D4226 testing be considered under FBC 5th Edition (2014) Sect. 104.11 as an Approved alternative to the D256 testing requirement. Best Regards, Lucas A. Turner, P.E. PE #58201 2 v . No 58201 : ? 1 SS STATE OF iF•.0 0R1p. N• t`SfCN A `Et % 7--1- 4/25/2015 Lucas A. Turner, P.E. FL PE #58201 Validator / Operations Administrator) Simonton Windows 1 Cochrane Ave. Pennsboro, WV 26415 Attn: Tina Jenkins AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION El 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 TESTED AAMAfWDMA/CSA 101/I.S.2/A440-08 R-PG30''-2438x1600 (96x63)-HS COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Simonton Windows 43-06 HS FRAME SASH 5409 PVC)(XOX)(IG & OG) 2438 mm x 1600 mm 591 mm x 1546 mm Code: SIM INS GL)(REINF)(ASTM) 8'0" x 5'3") 111" x 5'1") 2. This Certification will expire September 7, 2016 (extended from September 7, 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: Farabaugh Engineering & Testing, Inc. Report No.: T257-10 Date of Report: September 10, 2010 Date: February 13, 2014 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification h' 4-4- A,4ocidLaboratories, Inc. Authorized for Certification American Architectural Manufacturers Association Validator / Operations Administrator) Simonton Windows 1 Cochrane Drive Pennsboro, WV 26415 D AAMA CERTIFICATION PROGRAM WAIVER OF RETEST REQUEST January 9, 2012 Attn: Tiffany Davies Code & Regulatory Representative Dear Tiffany, Per your written request, you are hereby granted a waiver of retest to modify the frames on your Series 43-06 Picture, Single Hung and Horizontal Slider product lines. The new frame code will be identified as 43-17. The test results and drawings included with your waiver request provide evidence of performance equivalence for the Series 43-17 frame, as the changes are minor and are predominantly aesthetic in nature. The installation fasteners and locations are to remain unchanged. Sincerely, Brad Schultz Associated LaboratorieInc. Dean Lewis AAMA Certification Program ACP-05 Rev. 1-07 MODEL DESIGNATION: Simonton Horizontal Slider Series 43-06 / 43-17 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 2' MAX. s See Size Chart OX or XO The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 16 X 1 1/4' MIN. WOOD SCREW WITH 1.00' MIN. EMBEDMENT INTO WOOD SILICONE MIN. EDGE DIST., SEE NOTES CAULK 2X BUCK SILICONE CAULK 1/4' MAX. SHIM OTYP. MAX. rTI ifMAXII II 1 I i 6 % 1 1/4' MIN. 1 HEAD 4X SCALE WOOD SCREW. TYP. FIANCE TO BUCK I I Q W" MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE DP RATING HHIHT72" 63" t30 PSF 72 48" f35 PSF REVISIONS: REMSED eY DATE UPDATED SIZES PER NEW TEST REPORTS T.D.D. 11/10/L UPDATED NOTES k GENERAL DESCRIPTION. T.D.D. 05/64/ UPDATED SIZES PER TESTING. T D.D. OS/ZI/ ADDED GLAZING DETAILS. T.O.D. 06/09/ 1 9 1 ADDED MIN. EDGE DIST. NOTES I GN 1 08/16/13 I 2% BUCK SILICONE CAULK ci 1/4- MAX. SHIM 6 X 1 1/4" MIN. WOOD m / 6 X 1 1/4' MIN. WOOD SILICONE CAULK SCREW WITH 1.00' MIN. SCREW WITH 1.00' MIN. EMBEDMENT INTO WOOD EMBEDMENT INTO WOOD MIN. EDGE DIST., SEE NOTES MIN. EDGE DIST.. SEE NOTES SILICONE CAULK 2X BUCK SILICONE CAULK SILL 4X SCALE 1 JAMB NOTES: 4X SCALE 1. This installation has been evaluated for use in locations adhering to the Florida Building ode and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims are optional. Max. shim stack is 1/4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. 9. This product complies with ASTM E 1300-04. 10. Installation screws must be at least 1/2" from edge of wood. Dian OSURF Cof Simonton u FINl SIMONTONe B IN0142 Th1. dou m.nt i1 the property of SYnonton w don. which Dlmenelana Taer.nco. w , . I, . , r: A retains all proprietary and other rights to Its subject matter. Unleee Olherwlse See[I ed T.D.D. 10 24 This document Is provided to the recipient an the expressed k I Cuchruno A-- xndllion that it Is net to be disclosed, reproduced In whole ar Prnmhum, WV 26115 port. nos used In con}Inclion with the design, manufacture or Decimal. Angles repair of goods for onyone other than Simonton Windows SCALE: EET: APPq D 9Y: DATE without Its can Is r.slrkllon does not limit the X * .03 FIT 1 0l 1 reelpienCs rights to ut.Iso Informatlon contained N this R A AR .X% d: 01 0' 30 min. RI : document which Is properly obtained from another .carte. ui e u , .XXX * .005 43-06 43-17 HORIZONTAL SLIDER BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of Simonton Windows Series 43-06 PVC Horizontal Slider for Florida Product Approval FL# FL5179 Report No. 3827 5th Edition Florida Building Code Per Rule 61G20-3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1— A (Certificate Method) Window Horizontal Slider PVC Horizontal Slider Poly Vinyl Chloride 72"x 63" (max. size) Prepared For: Sinonton Windows One Cochrane Avenue Pennsboro, West Virginia 26415 Prepared by: Hermes F. Norero, P.F. Florida Professional Engineer # 73778 Date: 06/20/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.06.24 06:41:38-04'00' DES F' 0 1' i z.' .p0 7 T T 0,' OP'.' GNSS,/ON Hermes F. Norero, P.E. Florida No. 73778 FL# BUILDING DROPS Date F06/20Date: 06/20/2015 A Perfect Solution in Every Drop Report No: 3827 Certificate of Authorization: 29578 Manufacturer: Simonton Windows Product Category: Windows Product Sub -Category: Horizontal Slider Compliance Method: State Product Approval Rule 61G20-3.005 (1)(a) Product Name: Series 43-06 Horizontal Slider Window Non -Impact) 72" x 63" (max. size) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Simonton Windows based on Rule Chapter No. 61G20-3.005, Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation — Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 51h Edition Florida Building Code. See Installation Instructions IN0260 provided by manufacturer for specific use parameters. 1. This product has been evaluated and is in compliance with the 51h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 51h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of IN0260 require further engineering analysis by a licensed engineer or registered architect. See Installation Instructions IN0260 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 FL# BUILDING DROPS Date F06/20Date: 06/20/2015 A Perfect Solution in Every Drop Report No: 3827 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 61G20-3 for manufacturing under a Certification Agency through American Architectural Manufacturers Association FBC Organization #: CER1498) Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-05 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST7110) Report #: Report Date: C0840.01-109-47 08/07/12 C4261.01-109-47 01/09/13 2. Certification Agency American Architectural Manufacturers Association FBC Organization #: CER1498) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop r Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#: FL5179 Date: 06/20/2015 Report No: 3827 A. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. B. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to manufacturer Installation Instructions IN0260 for anchor spacing and more details of the installation requirements. Design Pressure: SIZE CHART OVERALL SIZE D? RATINGMl) I H I.W" G H" 72" 63" f30 PSF 72" 48" 35 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 UIWZU 10 rlolluB DUrluing Voue unum j 1e da Deparimemc.' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Stall BCIS Site Map Links Search Busings. Professibhal ;' - SroR PubliccUsPer PERMIT Regulation I Product Approval Menu > Product or Application Search > Application List r offlcE Search Criteria Refine Search Code Version 2014 FL# 15215 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Annlleatinns FL# yDe Manufacturer I Validated By Status FL15215-114 Revision Plastpro Inc. / Nanya Plastics Corp. Ryan 1. King, P.E. Approved History Category: Exterior Doors 813) 767-6555ISubcategory: Swinging Exterior Door Assemblies Approvea by DBFR. Approvals by o9PR shall be reviewea ana rahnea by me PUC and/or the Commission it necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: I_f M Cry tfA hW/Horidabuilding.org/pr/pr app IsLaspx 1/1 aZXcv to nu lua Duuuny uvinuM r- y•w _. _ r o Toh L B I O;ida D2partmen; BCIS Home Log In I User Registration Hot Topics Submit Surcharge 11 Stats a Facts Publications FBC Staff BCIS Site Map I Links I Search Busines ) Professional 'n Product Approval USER: Public User Regulation A:r.TngaMj Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15215-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15215 R4 COI Certificate of Independence.Ddf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 httpsJ/floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRIwKCEEkjBgAYUyY4mjky2zDL6Kr2mRM3Q%3d%3d 1/5 V/ Mf V IV V 1U IUO OUI I V u y uuc lA 1111= ASTM E1996 ASTM E330 TAS 201, 202, 203 2009 2002 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Method 1 Option D 01/28/2016 02/02/2016 02/08/2016 04/12/2016 4) d Page 1/ 2 0 0 FL # Model, Number or Name Description 15215.1 a. Onelite Series Fiberglass Door 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.1 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.2 b. Onelite Series Fiberglass Door 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelite - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.2.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.2 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.2.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. J15215.3 c. Onelite Series Fiberglass Door 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.3 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.4 d. Onelite Series Fiberglass Door 6'8 "Non -Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.4 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.4.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15215.5 e. Onelite Series Fiberglass Door 6'8 "Non -Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 httpsJ/floridabuilding.orgtpr/pr app o.aspx?param=wGEVXQwtDgv3yWK)Z1QRIwKCEEkjBgAYUyY4mjky2zDL6Kr2mRM3Q%3d%3d 2(5 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.5 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.5.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.6 1 f. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.7 1 g. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.8 1 h. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 8'0 "Non -Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Installation Instructions FL15215 R4 II INST 15215.6.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R4 AE EVAL 15215.6.Ddf Created by Independent Third Party: Yes 8'0 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelite - Inswing/Outswing (OX or XO - Configurations) Installation Instructions FL15215 R4 II INST 15215.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R4 AE EVAL 15215.7.Ddf Created by Independent Third Party: Yes 8'0 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Installation Instructions FL15215 R4 II INST 15215.8.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R4 AE EVAL 15215.8.Ddf Created by Independent Third Party: Yes 15215.9 i. Onelite Series Fiberglass Door 8'0 "Non -Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.10 . Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.11 1 k. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15215.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15215 R4 II INST 15215.9.adf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R4 AE EVAL 15215.9.Ddf Created by Independent Third Party: Yes 8'0 "Non -Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Installation Instructions FL15215 R4 II INST 15215.10.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R4 AE EVAL 15215.10.Ddf Created by Independent Third Party: Yes 6'8 "Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Installation Instructions FL15215 R4 II Inst 15215.11.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R4 AE EVAL 15215.11.Ddf Created by Independent Third Party: Yes 15215.12 I. Onelite Series Fiberglass Door 6'8 "Impact" Flush Glazed Fiberglass Single Door with Sidelite Inswing/Outswing (OX or XO - Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL15215 R4 II INST 15215.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 httpsJ/iloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRIwKCEEkjBgAYUyY4mjky2zDL6Kr2mRM3Q%3d%3d 3/5 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.12 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.13 m. Onelite Series Fiberglass Door 6'8 "Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.13 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.14 n. Onelite Series Fiberglass Door 6'8 "Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II Inst 15215.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.14 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.15 o. Onelite Series Fiberglass Door 6'8 "Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II Inst 15215.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.15 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.16 p. Onelite Series Fiberglass Door 8'0 "Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II Inst 15215.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.16 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 8'0 "Impact" Flush Glazed Fiberglass Single Door with Sidelite15215.17 q. Onelite Series Fiberglass Door Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15215 R4 II Inst 15215.17.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.17 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.18 r. Onelite Series Fiberglass Door 8'0 "Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II Inst 15215.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.18 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.18.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15215.19 s. Onelite Series Fiberglass Door 8'0 "Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15215 R4 II Inst 15215.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 httpsJ/floridabLilding.org/pr/pr app dN.aspx?Wam=wGEVXQwtDgv3yWKJZlQR[wKCEEkjBgAYUyY4mjky2zDL6Kr2mRM3Q%3d%3d 415 LN=fv IU VI" IUG uUnuil rd V UUG VI u111Q Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.19 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.19.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.20 It. Onelite Series Fiberglass Door 8'0 "Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II Inst 15215.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.20 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page d Page 1 / 2 back Nr_i Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2023 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Fz i v® httpsllFloridabuildirig.orgtpr/pr app dU.aspx?param=wGEVXQwtDgv3yWKJZ1QRIwKCEEkjBgAYUyY4mjky2zDL6Kr2mRM3Q%3d%3d 5/5 L plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 ONELITE SERIES FLUSH GLAZED FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is In compliance with the 5th Edition (2014) Florida Bulding Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in areas requiring wind bome debris protection this product h required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTEN15 DESCRIMON T ical elevation, desi n ressures, ! enerol notes Door panel detalsMHorizontalcrosssections Vertical cross sections Buck and home anchoring - 2X buck masonry construction Frame anchoring -1 X buck masonry construction Bill of moteriah, glazing data] 3 components 3150" MAX. OVERALL I FRAME WIDTH OVERALL OVERALL GLASS DESIGN PRESSURE (PSi) SWING FRAME D.L.O. TYPE POSITIVE NEGATIVEDIMENSIONDIMENSION INSWING 37.50" x 98.00" 21.00" x 79.00" 47.5 47.5 Gi OUTSWING 37.50" x 96.50" 21.00" x 79.0W 50.0 50.0 DATE: FL-15215.6 SHEET 1 DP 1 46 44 a 48 39 INTERIOR = N • *' G= V c a z 4iQ 6mG143 ti 01 Etnae z Zo z 0 0 Z p VNCCqmcW EXTERIOR g 9a. 47 V '•" maa A 4 41c; v° Ep 1 HORIZONTAL CROSS SECTION 46 3a b 2 35. 75" MAX. 41 DOOR PANEL WIDTH a 21. W' MAX. ? $ o D. L.O. WIDTH 0.69" I ._ I I a 7 $ a= K OINTERIOR EXTERIOR o a 0 m Ce ularF IPVC , 3 HtHINGESTILE Y- CaWIarPVC COI— 3. 59' cd O o< o X G1 g 39 0 1 K-1 ` z 0 2 o i MS, a slusupport aa ww In NQ z O o+ lE: 02115112 CALL N.T. S. IS a RAIL TIIE REINFORCEMENT M. ffy' JK Ce9ularPVC na. er: LFS VERTICAL CROSS SECTION DMWHO MO.: 2 FL-15215. 6 SHEET 2 OF 7 lsty 1-1/,'MIN. 4 4 EMB. (TYP.) d 21 20 C A m v . e J psi o n o z' 1 U N •• 7 0 2 $ zo c W INTERIOR 40 IN g ' m 0: € IT r0 ° 18 x 0 d 3 z Cr 0 3 EXTERIOR Y7 G g W Ln o a E 3 HORIZONTAL CROSS SECTION m Z 3 Shown w/IX sub -buck s O 1-1/4"MIN. EMB. (TYP.) MIN. I-1/,'MIN. a o al D EMB. mDC o.Is 3 4 0.1s' B D CSINK a L r (TYP.1 4 CSINK TYP.) L 20 21 21 20 p N cW zONA p 7 40 INTERIOR INTERIOR 7 o oh A p N W F Q J z 10z DUE- 02 15 12 i K 11 EXTERIOR EXTERIOR p SGEE: N.T.S. 9 11 11 M 40 On. er: JK m' B 9 27 C E 1 HORIZONTAL CROSS SECTION 21 HORIZONTAL CROSS SECTION er: LFS 3 mwuwwc NO. NInswing3aLtto370tswingshown - Inswing E FL-15215.E ° n approved also approved SHEET 3 OF ] 0 toZa EXTERIOR .... ff ... INTERIOR 1 VERTICAL CROSS SECTION 4 Outswipngssho "Inswing also a EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 Outswing configuration Z.- J i Q—_Ca'- i E H n 4 0010 0 Y o (f x cd 0 IL A L n oCz P777777=, W d EE3a EXTERIOR INTERIOR 2" VERTICAL CROSS SECTION 4 Shown w/IXsub-buck EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 4 Inswing configuration c 02 15 12 ILE: N.T.S. m'• JK C m: LFS MC NO.: FL-15215.6 M or 7 y' 01 a 7 TYP. HEAD TYP. HEAD t rrrtr*. u r o ZW MASONRY & JAMBS to MASONRY JAMBS OPENING OPENING oa m aa a A a d E ii Z gg c rJ i 8 3d 04 2 CIFi3FRAME 0 U z 0 2 $ CR, 2X BUCK o rn z J WU U 3 I2 o to 2X BUCK N a a mm m TYP. @ SILL Ww p W N 0 CONCRETE ANCHOR NOTES: EUCKANCHORING HINGE JAMS FRAME ANCHORING STRIKEJAME w 1. Concrete anchor locations at the comers may be adjusted to maintain the min. Masonry 2X buck construction edge distance to mortar Joints. E 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to 9 i maintain the min. edge distance to mortar joints, additional concrete anchors 28 may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. K M z 3. Concrete anchor table: 11 n 11 11 0 o z z uu wTc 02 15 12 °zK 11 11 M 27 s N.T.S. DWG. BY. JK m11 aDc BY. LFS 3 ouwWc xo a FL-15215.6 a o WOOD SCREW INSTALLATION NOTES: 1. Maintain a mtnrmum 5/6"edge distance. 1"end distance, d 1"o.c. spacing of HINGE DETAIL LATCH t DEADROLTDEfA1L sheer _ of L a0woodscrewstopreventthesplittingofwood. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY i0 ADJACENT ANCHOR ITW 1/4" 1-1/4" 2" 4" TAICON ELCO c 4" ULTRACON HINGE DETAIL LATCH A DEADBOLTDETAIL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCON° ITW TAPCON° 3/16" 1-1/4" 3" 1-1/2" WVUU JGKtW IIVJIALL/111VIV NVICJ: 1. Maintain a minimum 5/8"edge distance, I" end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. NINGE JAMB MASONRY OPENING FRAM 1 X BUC FRAME ANCHORING Mosomy I buck construction 1 Ivlo N•% Z O O d a I J O 10 O Z 01 0,4E 7 9mcWILximdaTc o oZvEE 8 ?a Y m15 Li O 2XU v1 Z Vg m 00 Uh m o Lug STRIKE JAMB ue: N.T.S. BY: JK C. BY. LFS M40 No • FL- 15215.6 xr 6 or 7 9 LI i • ,•• ° of M) Ilij l"`` o n'°i U N •; HEAD A IDE A E ° _ $ Z c{i ZO Jamb N- g u r 9 m ` o adN m d Q. dgg d 5.63' ---i gE o z p II 4.56" CD 1 C WJ ? g V vi 33 AOJUSTAELE INSWING THRESHOLD , ADJ STACLE INSWING THRESHOLD C W \ n .] W N J4mN4 4.68 y o F m N N a 1 II } m 2.44" Lo 31 OUISWING EUM THRESHOLD HEAD ASIDE 21 Polyfiberj°mb ~ 0 Vfz G g In 5" GLASS 5/8" NOM. E BITE 39 GLASS THK. 1 /8" TEMPERED g GLASS w z 2 AIR SPACE o 38 1/8"TEMPERED z o GLASS DAIS 02115112 i 49 SCAM N.T.S. ° SY Dwa• K. JK m CHIC. BY: Gl LAZING DETAIL DRAWING Ho.: LFS FL-15215.E N n sNaer 7 °i_ o 1 BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4"MAX. SHIM SPACE D 1 MIX 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4"PFH ITW CONCRETE SCREW STEEL H 3/I b" x 3-1 /4' PFH R1N CONCRETE SCREW STEEL I 1/4" X 2-1/4"PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K 9 X 2-1/2" PFH WOOD SCREW STEEL L 10 X 2-1 /7' PFH WOOD SCREW STEEL M 9 X 2-1/4"PFH WOOD SCREW STEEL 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 11 9 X 3/4"PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSETDEADBOLT- SIGNATURESERIES 780 STEEL 20 FINGER JOINTED PINE FRAME, HEAD 3 HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. /VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 30 WEATHER -STOP 3647 HOLM INDUSTRIES VINYL 31 OUTSWING BUMP THRESHOLD ALUM. WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DUD ALUM. WOOD 38 GLAZING SPACER ALUM. 39 GLAZING BEAD PVC 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.095" THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH 6 HINGE STILE CELLULAR PVC 44 LATCH E, HINGE STILE SUPPORT WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON 49 GLAZING COMPOUND DOW 995 SILICONE T,.plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 ONELITE SERIES FLUSH GLAZED FIBERGLASS DOORS INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used In areas requiring wind bome debris protection this product is required to be protected with an Impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF COtMNTS SHEEP# DESCRIPTION 1 Typical elevation, deslgn pressures, S general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - 1 X buck masonry construction 7 Endura astragal details 8 Bill of materials, glazing detail S• components 74.00" MAX. OVERALL FRAME WIDTH —{ Z z N Z os o X X o p S0 O O a OVERALL OVERALL GLASS DESIGN PRESSURE (PSI) SWING FRAME D.LO. POSITIVE NEGATIVEDIMENSIONDIMENSION TYPE INSWING 74.00" x 9E.0V' 21.00" x 79.00" 47.5 47.5 G1 OUTSWING 74.00" x 96.50" 21.00" x 79.00" 50.0 50.0 vxc. r JK CHK. ;7 LFS FL-15215.9 iET 1 OF 46 44 = r • a' i "' 48 39 INTERIOR G1 e 42 oo? V N •• Z i E. 9m. EXTERIOR q7 46 ^' '' 'm a `a 41 4 41 ° z 1 HORIZONTAL CROSS SECTIONa E--O T 4 ]Ek 2 35.7S' MAX. DOOR h PANEL WIDTH o 21.00' MAX. z D.L.O. WIDTH 0.6r f-- 2 2 I INTERIOR EXTERIOR U 0 OL0 ~ IJ lA7CH R HIN ES1iC0eAaLVCeAarPVCmm 3.59 I 39 GI X N 1 En Z0 2 E V) S- LA/ CH i HINGE ^ support r i 1. 59" —{ — f-- 0.13" D I 45 N ~ z N z 0 2 2 10 DOOR MNEL DAX 02115112 z f - 1 1 VERTICAL CROSS SECTION scut N.T.S. ° s IS BOT70MPAIL LLEREINFORCEMENi 2 DWG.m JK m CeWIarPVC CNK BY: LFS ? DRAWNG NO.: R n FL- 15215.9 c N SNEET 2 OF 8 0 1-1/4-MIN. EMB. (TYP.) a 0.15" CSINK TYP.) 1 HORIZONTAL CROSS SECTION 3 Outswing shown . Inswing olso approved INTERI, EXTER 4 HORIZONTAL CR055 5ECTION 3 Shown w/IX sub -buck NOTE: 1. As noted in the test report astragal was attached to the inactive leaf with (11) k8 x 3" psh sms and 6) If 10 x 2-1 /7' pfh sms for all 8'-T (outswing). Astrogal was attached to the Inactive leaf with 13) #8 x 3" psh sms and (6) 1110 x 2-1 /2" pfh sms for all 8'-0" (Inswing). INTERIOR EXTERIOR 1.11'e MIN 2 HORIZONTAL CROSS SECTION 3 al-o approved n - inswing INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 3 Outswingshown- Inswing also approved Cx X. OP13 N 3 n Q:O2 Ern o n O i a a o aL° 9maW m dad v gE 8 ?a a i 01= O yar pa a Q. W 1 0 U R NO 1-I/"MIN. EMB. (TYP.) 0 a a m LE: N.T.S. n: JK i ry: LFS wNG ra: FL-15215.9 i a _L or_ IL W. T ggz r r G Y p .. B za C ' L .I er, Z.=U aa L A C 4 C ! S E yZ u7 i L p 40 40 20 8 b 7 In z — 7 20 o U qo U IWi) EXTERIOR INTERIOR EXTERIOR INTERIOR Cr `n Y U 1 VERIICAC CROSS SECTION 2 VERTICAL CROSS SECTION m 4 Outswing shown - Inswing 4 Shown w/ 1 X sub -buck Falsoapproved I c S a EXTERIOR INTERIOR m EXTERIOR INTERIOR T 40 0 H z 30 W o 40 7 34 a za 31 zd 33 F R Er E D • D W Z O D • D 2 D • • • • • D • i • • • — Z n DATe 02 15 12 i sc&t: N.T.S. 9 3 VERTICAL CROSS SECTION VER77CAL CROSS SECT10NCROSSSECTIONowc. BY JK 4 Oulswing configurotion 4 Inswing conAguration cHic m: Lf5 3 DRAW, c NO: R fL-15215.9 N 0 sHErr 4 oF N O 4" 4.5" r 8" 4" ° 14.5" I IIIIII D I I G I I SEE DETAIL II L In TYP. HEAD S, TYP. HEAD I I MASONRY — 7! IAMBS I I — n MASONRY JAMBS I I OPENING I I OPENING I I II II II I II ASTRAGAL I I — FRAME ASTRAGAL SHOWN FOR 5q Li 2X BUCK SHOWNOFERENCER I I J REFERENCE I I o j}— ONLY II ONLY I I 4 u N° 2X BUCK I I F II II I I I I L SEE DETAIL I I I TYP. @ SILL II " i" II RUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW o 1/4" 1-1/4" 2" 4" TAPCON ELCO a 1/4" 1.1/4" 1" 4•' ULTRACON ITW m 3/11" 1-1/4" 3" TAPCON WOOD SCREW IN5IALLAIIV N NV IES: 1. Maintain a minimum 5/8"edge distance, 1"end distance, d 1"o.c. spocing of wood screws to prevent the splitting of wood. FRAME ANCHORING Masonry 2X buck construction may, 1T 1 rn N ASTRAGALSTRIKEJAMR HINGE DETAIL L 3 DETAIL 2 LATCH i DEADROLT DETAIL N 3 DETAIL 1 inswing configuration I Z 3 w N 0 oz DATE: 02 15 12 SCALE: N.T.S. On. BY: JK CHIC BY: LFS DETAIL 1 DNAWM No., Outswing configuration FL-15215.9 SHEET 5 Or $ I d r_ OS _— d Zoo28 ' M I I SEE DETAIL ii '..._.....•• /``` i w P„ 0. o 0 CO 0 D UN •; TYP. HEAD 3 V, 27 MASONRY JAMBS I I N a* 5 ci L a OPENING I I • Da E! 0 o EoZ LATCH i DEADEOLT DETAIL 13d ASTRAGAL cYi SHOWN FOR mF9 H C19 FRAME I I REFERENCE ONLY z$ x? 11 I I 8 ato r Z 11 0 o0 12, SO 11 H I I = o SILn1XBUCKa HINGE DETAIL j— SEE DETAIL TYP. @ SILL N H Qy ZW0 0) CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. c edge distance to mortar joints. " 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to HINGE JAMS FRAME ANCHORING ASTRAGAL STRIKE JAMS maintain the min. edge distance to mortar Joints, additional concrete anchors Masonry I buck construction d may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3 3. Concrete anchor table: w = N Q F ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT 70 MASONRY i0 ADJACE DI s.so'—}-----— 33.13- —{ O. .O. F— 3.00" 3.00" 2I.37T 21.3— 36. 37" 59- 8" 11 OB' 0" ALUMINUM ASTRAGAL ASSEMBLY By Endura Product O 62 61 1. 63" j-- L67 65 62 10 BOLT RETAINER MAIL• 9.3/f AWminum VIEW A•A I ---- 19.63" Aluminum Astragal Assemby 0 1 67 MA1L•Sleel ROD C 1 JS" lr i5 1 !M ASTRAGAL d1 toy e L RET INE ByEntluroProductMAR: 9J/f Aluminum y' UE • IL Z e _— w V;`,• i In N•• 1 L v o Z Is oL0 9m a rK m ~ ° C V a a a4 z o • ay JK arc e . LFS FL- 15215.9 Fr _ L of r BILL OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 18 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL B 2X BUCK SG >= 0.55 WOOD 20 FINGER JOINTED PINE FRAME, HEAD rL HINGE JAMBS WOOD C 1 /4"MAX. SHIM SPACE 21 POLYFIBER JAMB COMP. /VINYL D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 28 DEADBOLT STRIKE PLATE STEEL 30 WEATHER -STOP 3647 HOLM INDUSTRIES VINYL F 1/4" X 2-3/4" PFH R1N CONCRETE SCREW STEEL 31 OUTSWING BUMP THRESHOLD ALUM. /WOOD G 3/16" X 3.1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. /WOOD H 3/16" x 3-1/4"PFH RVd CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. /WOOD I 1 /4" X 2-I /4"PFH ITW CONCRETE SCREW STEEL 38 GLAZING SPACER ALUM. J 1/4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL 39 GLAZING BEAD PVC K 9 X 2-1 /2" PFH WOOD SCREW STEEL 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS L 10 X 2-1/7' PFH WOOD SCREW STEEL 41 DOOR SKIN MIN.0.095'THICK FIBERGLASS M 9 X 2-1 /4"PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC N 3/16" X 3-1 /7' PFH ITW CONCRETE SCREW STEEL 43 LATCH E, HINGE STILE CELLULAR PVC O 3/16" X 1-I /7' PFH ITW CONCREIE SCREW STEEL 44 LATCH HINGE STILE SUPPORT WOOD 1 10 X 2-1 /7' PFH SMS STEEL 45 BOTTOM RAIL CELLULAR PVC 2 8 X 3" PSH SMS STEEL 46 POLYURETHANE FOAM POLYURETHANE 3 FLUSH BOLT STRIKE PLATE STEEL 47 STILE REINFORCEMENT STEEL 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM 48 REINFORCEMENT RETAINING SCREW NYLON 9 4" X 4"BUTT HINGE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE 10 NOT USED 61 4-3/4- LENGTH TOP BOLT RETAINER HDPE 11 9 X 3/4"PFH WOOD SCREW STEEL 62 9 3/4" LENGTH BOTTOM BOLT RETAINER ALUMINUM 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 67 SLIDE BOLT ROD STEEL 0. i N• z q NZ 8•• N o Z %ZUNoEmm° • m d aV c d E o a z a, U m a o o o mo a a. m 4.56' I". 4.68" u L ry I I 7 z h 2.M" —F-- 2.13" I II I i B vv)i Fes--- 2A4' —` 31 OUTSWING eUM 7NRESHOLD a JEAD ID o: 20 Jomb 21 Poly berJomb 5" GLASS 5/8" NOM. BITE 39 GLASS THK. a uz 1 WTEMPERED z 5.63" GLASS I a 1.56" —J uoIIz z u° AIR SPACE aM 02 15 12 i 3B 1/8"TEMPERED N.T.S. ° GLASS owc. er: JK m' 49 cnk Br. LFS 3 33 J e 1 E FS IOID eL D wuvn"c "o: N GI GLAIN D IL FL-15215.9 0 0 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phonc 813.659.9197 Florida Board of Professiorwl Engineers Certificate ofAulhorization No. 9813 Product Category Sub Category Manufacturer Product Name Plastpro Inc. Onelite Series Exterior Swinging Exterior Door 5200 W. Century Blvd. Flush Glazed Fiberglass Door Doors Assemblies Los Angeles, CA Inswing/Outswing Phone 440.969.9773 Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15215.6 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-15215.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. CTLA 932 W TEL 01030175 2. Drawing No. No. FL-15215.E 3. Calculations Anchoring Buck Anchoring Test Standard TAS 202-94 AAMAM/DMA/CSA1014.S.2/A440-05 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Certified Testing Lab. Ramesh Patel, P.E Testing Evaluation Lab.,lnc Lyndon F. Schmidt, P.E. Signed & Sealed b Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/27/2015 R W B R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. lion 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of l'rufissional Engineers Ccrtifncarc ofAaahoriz lion No. 9813 Product Category Sub Category Manufacturer Product Name Plastpro Inc. Onelite Series Exterior Swinging Exterior Door 5200 W. Century Blvd. Flush Glazed Fiberglass Doors Doors Assemblies Los Angeles, CA Inswing/Outswing Phone 440.969.9773 Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitatlons: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15215.9 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FLA5215.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. CTLA 932 W TEL 01030175 2. Drawinq No. No. FL-15215.9 3. Calculations Anchoring Buck Anchoring Test Standard TAS 202-94 AAMA/ WDMA/CSA101 /I.S.2/A440-05 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Certified Testing Lab. Testing Evaluation Lab.,lnc Siqned by Ramesh Patel, P.E Lyndon F. Schmidt, P.E. Slaned & Sealed by Lyndon F. Schmidt, P.E. Stoned & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/27/2015 b191 111 b Honda building L:Ode Unline W ' E 4 lA I ti.e f f 1 f coda Qeparmen;J, BCIS Home , Log In i User Registration Hot Topic Submit Surcharge Stats 6 Facts ' Publications FBC Staff BCIS Site Map Links Search BUSIrIeS product Approval PERMITProfessional ' QUSER: Public User Regulation Product Approval Menu > Product or ADDlication Search > Application List Search Criteria Code Version 2014 FL# Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results -Applications ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL 01M* Refine Search 12192 ALL ALL ALL ALL ALL ALL ALL FL# Type Manufacturer Validated By Status 1 FL12192-113 History Revision KAYCAN LTD Category: Panel Walls Subcategory: Siding Robert 1. Amoruso, P.E. 407) 808-7417 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: $50-487-1824 The State of Florida is an AA/EEO employer. Cooyrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick h . Product Approval Accepts: x:rr M Cre itS.3 - httpsltfloridabuilding.org/pr/Pr_pppjstaspx 1/1 6/WM16 Florida Building Code Online r xr.'%t7%f, -r_ .i"'.S r• ;'cC aif-' rgfl iiYiiiiifH Florida Departmenic `e0S Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Businest(ri-aProfessiI ' ProductublAuserOV01 Regulation Product Approval Menu > Product or Aoollcation Search > Application List > Application Detail F * FL # FL12192-R3 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 KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 662) 252-9991 Ext231 joe.lundine@kpproducts.com Authorized Signature Jovanovic Alex alex.jovanovic@kpproducts.com Technical Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine@kpproducts.com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine@kpproducts.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Robert J. Amoruso, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12192 R3 COI ICC Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3679 2009 Equivalence of Product Standards Certified By Sections from the Code httpsJ/floridabuiiding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMINMLpuOkvzoxE4pROMxyA8HiVZhgDSUTA%3dp/o3d 1/4 6/9/2016 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 08/26/2015 Date Validated 08/26/2015 Date Pending FBC Approval Date Approved 09/07/2015 Summary of Products FL # Model, Number or Name Description 12192.1 Board & Batten Single 7" Vertical Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation. odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.2 D-4 Avanti Double 4" Horizontal Dutch Lap Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation. Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.Ddf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.3 D-4 Marquis Double 4" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.Ddf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.4 D-5 Contessa Double 5" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kaycan Installation.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.Ddf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.5 D-5 Elegance Double 5" Horizontal Dutch Lap Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation. Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.Ddf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.6 D-5 Vertical Double 5" Vertical Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.Ddf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.7 Lewistown Double 4-1/2" Horizontal Limits of Use Installation Instructions httW/Floridabuldng.org/pr/pr app o.aspx?param=wGEVXQwtDquk24AUC%2fEHMINMLpuOkvzoxE4pROMxyA8HiVZhgDSUTA%3d%3d 214 6 9/2016 Florida Building Code Online Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation. odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 112192.8 1 Newport I Single 6-1/2" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation.udf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.9 Ocean Park Bevel Double 4-1/2" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.10 Ocean Park Cove Double 4-1/2" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 112192.11 1 Platinum Series D-4 I Double 4" Horizontal I Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation.udf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.Ddf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.12 Platinum Series D-4 Dutch Lap Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +70/-70 Other: Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. Double 4" Horizontal Dutch Lap Installation Instructions FL12192 R3 II Kavcan Installation.Ddf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL12192 R3 AE ESR-1495.odf 12192.13 P atinum Series T-3 I Triple 3" Horizontal _ _J Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 112192.14 I Prove I Double 4-1/2" Horizontal Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +70/-70 Other: Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. Installation Instructions FL12192 R3 II Kavcan Installation. Ddf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL12192 R3 AE ESR-1495.odf httpsJ/floridabLildirg.orgtpr/pr ppp U.aspx?param=wGEVXQwtDquk24AUC%2fEHMINMLpuOkvzoxE4pROMxyA8HiVZhgDSUIA%3d%3d 314 6I9/2016 Florida Building Code Online 112192.15 1 Sierra I Double 4-1/2" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation. Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.adf capable of withstanding the design wind loads. Must be Installed as per the manufacturers installation instructions. 12192.16 T-3 Classic Triple 3" Horizontal Dutch Lap Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R3 AE ESR-1495.Ddf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.17 T-3 Horizontal Triple 3" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R3 II Kavcan Installation.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing. FL12192 R3 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32M Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please didc here . Product Approval Accepts: h_ eCarrikeSAFE htWIfloridabuildng.org/pr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMINMLpuOkvzoxE4pROMxyA8HiVZhgDSUTAg/o3d%3d 4/4 10, 1,I,211! 21111,11- 1, 61 r1 Understanding the Basics Contractors and homeowners alike have dependedon the low maintenance sidings from KAYCAN for the best product designs and engineej that will give them a professional installation every time. Whether you do it yourself, or have'a contractor do it for you, your home is going to go through an amazing transformation and you're going to love it. At KAYCAN there's a complete system to cover your eniire home in low maintenance,vinyl. around doors and windows. Plain and fancy corner,posts. Soffit designed to fit all your overhangs and porches as well as the fascia and accessories to complete the job' Wi h KAYCAN, you can_ enter into the job with confidence knowing that everything you need will 6; there from installation instructions and tips to all the special trim pieces and accessories., I Table of content The installation manual was designed to walk you througkihe job; so follow the steps as they are laid out. It is best to read ahead as you work, so you will have a better understanding of the directions and the order in which to proceed. This .is the best path to. that completed job that will have the neighbors and friends asking you how you did it: God luck: } General estimating tips........................................................................3 r Glossa ` Fasteners................................................................................... ............................7 Accessories................................................................................................................8 r Summarysheet .....................................................- ...... I ........................9 It Y General installation tips.........................................................................................10 Installing accessories........................................................... .......:............................ 13 Horizontal siding installation.....................................................................................16 Montebello vinyl log siding installation ..................................... :............................... 20 Horizontal insulated siding installation...............:....:...........:....:...............................22 Vertical siding installation.....................................................7..................................24 Installing soffits and fascia....................................................4................................ 26 Vinyl skirting installation instructions...................:.............!...;!,h........... ...... .'........... 28 Cleaning instructions .............................................. . ............... 1-. ....1...........29 2 ``` - KAYCAN- wlidhINDINn ee Nil ue e u eI a of III e ee ee e ri e eeriee e e ne rice a e eee eeneee e ei General estimating tips Estimating for siding Most homes' surface areas are made up of a series of rectangles or triangles. When estimating vinyl siding, estimate each rectangular or triangular section separately and add the totals together. Rather than trying to multiply feet and inches together, simply round to the next highest three-inch or .25') increment and use the decimal equivalent. For example: 10' -1" would become 10' - 3" or 10.25' 10' - 5" would become 10' - 6" or 10.50' 10' - 7" would become 10' - 9" or 10.75' 10' -10" would become 11' Multiplication then becomes simple: 10.25'x 10.75'=110.19 sq. ft. When all the individual sections are added together, the total is divided by 100 for the total number of squares. This will be rounded up to the next whole square. Example house A house is 40' x 30' x 9' feet high at the eaves. Front is 40' x 9' or .......................................... 360 sq. ft. Back is the same or ....................................... 360 sq. ft. Right end is 30' x 9' to the eave line or 270 sq. ft. Left end is the same or .................................. 270 sq. ft. Total.............................................................1260 sq. ft. Calculating gable area Width of the house is 30' with a 12" or 1' overhang, front and rear. This totals a gable width of 32'. The roof pitch of this house is 5 in 12, which means for every foot of run, the gable rises 5". The run is always half of the total width, in this case 32', so the run is half of that, or 16'. i• g. To convert the 5" to feet, divide it by 12. (5 divided by 12 = .42 ft.) To figure the height of the gable, multiply the run of 16' by the rise per foot or .42'.16' x .42' = 6.72'. This is the gable's height at the center. Multiply the width by the height: 32' x 6.72' = 215 sq. ft. Multiply this by .75 to allow for waste in cutting along the rake. 215 sq. ft. x .75 = 161.2 sq. ft. in one gable. You have two gables, so multiply 161.2 x 2 which = 322.4 sq. ft. of total gable area. Add this to the 1260 sq. ft. figured for the walls, above. 1260 sq. ft. + 322.4 sq. ft.=1582.4 square feet of total siding. 1582.4 sq. ft. divided by 100 sq. ft (1 square) =15.82 squares. Round this up to 16 squares. You notice that we did not deduct for openings and always rounded up, so there is no need to add back to the estimate for cutting waste. 16 squares will do this job. KAYCAN' General estimating tips Estimating for soffit Soffit material will be used on the front and rear eaves, the gable overhangs, the dormer overhangs and any porch ceilings. Calculating the eaves For the front and rear eaves, add the total length of each section and multiply by the width. The width is a straight-line distance from the wall to the tails of the rafters. This would also be done on the ends of the home on a hip roof. Our sample home in GENERAL ESTIMATING TIPS was 40' long with a 12" overhang on each of its two gables. Total length of the home then, would be 42'. If the overhang is 12" on both the front and the rear eave, then the square footage of soffit needed is 42' x V = 42 sq. ft. The back is a duplicate of the front so the total is 42 sq. ft. + 42 sq. ft. = 84 sq. ft. These low eaves will require vented soffit for attic ventilation, so we will order 1 square of vented soffit for this job. Use the same process of rounding up to the next highest 3" increment as described in general estimating tips . Do the same for any dormer eaves. Calculating the gable overhangs For the gable or dormer overhangs (rakes), you must determine the length of each section. These will be angled and the length will be dependent upon the pitch of the roof. The easiest way is to scale them off of the building plan. If you don't have access to the plan, here is the process. Let's use the same home we used in general estimating tips. The width of this home was 30' with a 12" overhang, front and rear, making the gable width 32'. The run is half this width or 16'. The height as we calculated earlier was 6.72'. To figure the diagonal, which is the measurement we want, we do the following: Multiply 16' x Wand record the answer. (16' x 16' = 256') Multiply 6.72' x 6.72' and record the answer. (6.72' x 6.72' = 45.16') Add the two answers. (256' + 45.16' = 301.16') Put this number into your calculator and hit the square root button. The answer is 17.35'. This is the length of one side of the gable or soffit overhang. As there are always two pitched sides to a gable or dormer, multiply the result by 2. 17.35' x 2 = 34.7 linear feet. Round it up to 35 linear feet. Multiply this by the width of the overhang. Let's assume 12" or 1 ft. 35 linear feet x 1 foot = 35 square feet. Enter this into your worksheet. The other gable is the same, so enter 35 square feet for it into the worksheet. Total soffit material required for both gables is 35 + 35 = 70 sq. ft. This does not have to be vented, so solid soffit is ordered for this section. We will order 1 square of solid (non -vented) soffit for this portion. Continue this same process for all gables and pitched dormers. Soffits Measure the width of the eave to be covered. Measure the length of the eave. Do this for each eave, including the rakes of the gables and dormer eaves. Eave 1: width) x length) = sq. ft. vented soffit Eave 2: width) x length) = sq. ft. vented soffit Eave 3: width) x length) = sq. ft. vented soffit Eave 4: width) x length) = sq. ft. vented soffit Eave 5: width) x length) = sq. ft. solid soffit Eave 6: width) x length) = sq. ft. solid soffit Eave 7: width) x length) = sq. ft. solid soffit Eave 8: width) x length) = sq. ft. solid soffit Total Vented Soffit: sq. ft. Total Non -Vented (solid) Soffit: sq. ft. General estimating tips Wall surfaces Measure the height (excluding gables). Measure the width. Do not deduct for doors and windows. Do this for each wall section, including any surface to receive siding. Wall 1: h x w) = sq. ft. Wall 2: h x w) = sq. ft. Wall 3: h x w) = sq. ft. Wall 4: h x w) = sq. ft. Wall 5: h x w) = sq. ft. Wall 6: h x w) = sq. ft. Wall 7: h x w) = sq. ft. Wall 8: h x w) = sq. ft. Wall 9: h x w) = sq. ft. Wall 10: h x w) = sq. ft. Total: sq. ft. Gable surfaces Measure the height at the center. Measure the width. Do not deduct for doors and windows. Do this for each gable to receive siding. Multiply the results by .75 (75%). Gable 1: width) x height) x .75 = sq. ft. Gable 2: width) x height) x .75 = sq. ft. Gable 3: width) x height) x .75 = sq. ft. Gable 4: width) x height) x .75 = sq. ft. Gable 5: width) x height) x .75 = sq. ft. Gable 6: width) x height) x .75 = sq. ft. Total: sq. ft. Dormer surfaces Measure the height of the dormer. Measure the width. Multiply the results by .75 (75%). Multiply the results by 2 to take off both sides of each dormer. Do this for each dormer. Dormer 1: (h x w) = x .75 (x 2) = sq. ft. Dormer 2: (h x w) = x .75 (x 2) = sq. ft. Dormer 3: (h x w) = x .75 (x 2) = sq. ft. Dormer 4: (h x w) = x .75 (x 2) = sq. ft. Dormer 5: (h x w) = x .75 (x 2) = sq. ft. Dormer 6: (h x w) = x .75 (x 2) = sq. ft. Total: sq. ft. Porch ceilings Multiply the width of each rectangular area by the length; add totals of each rectangular area. width) x (length) of area 1 = sq. ft. width) x (length) of area 2 = sq. ft. Total Non -Vented (solid) Soffit: = sq. ft. Height KAYCAN'" i'a+: rs.: a.. r ( : _i'. hipf. n•T.'# ;t' aA isy" a _ K'ti,tt _ - ti vV'KY L-fit -- •;'. -`t t 11 l 1 7.n i}Fri. IOIIIIe1IGe elleeelllle o1 a 11 11 Ie 0 Ile Ie eee Ile eeeeee e1 lee III IIIGI II ell IIIIeIIIIII IN IIIHINee oil Terms to know Backerboard — a flat material used on the face of the house, applied between the studs and the siding or over existing wall surface), to provide an even surface for installing vinyl siding. Buttlock — the bottom edge of a siding or soffit panel, or accessory piece, opposite the nailing slots, which locks onto to the preceding panel. Channel — the area of the accessory trim or corner post where siding or soffit panels are inserted. Channels also refer to the trim itself, and are named for the letters of the alphabet they resemble (e.g., J-channel, F-channel, etc.). Course — a row of panels, one panel wide, running the length of the house from one side to the other, or, in the case of vertical siding, from top to bottom. H- channel — a siding accessory that joins two soffit panels, or used as transition between two siding sections. Face — refers to the side of a siding or soffit panel that is showing once the panel has been installed. Face - nailing —the action of fastening directly onto the "face" side of a panel (instead of using the nail hem slot). This practice is generally not used in siding installation. Fascia — the trim covering the ends of roof rafters and gables. Fascia board — a board attached to the ends of the rafters and gables between the roofing material and the soffit overhang. Fascia cap is the covering around that board. Flashing — a thin, flat material, usually aluminum, positioned under or behind J-channels, corner posts, windows, etc., to keep draining water from penetrating the home. Flashing is also used around the windows and doors. Furring/ Furring strip — usually a 1" x 2" wood strip used to even a surface in preparation for installing vinyl siding. To " fur" a surface means to apply these strips. Lap — to overlap the ends of two siding panels or accessory pieces to allow for expansion and contraction. Tab — the raised "ears" on a siding panel, created by a snap lock punch, which can be used to lock a siding panel into place when the nailing hem has been removed. Miter — to make a diagonal cut, beveled to a specific angle (usually 45°). Sometimes miter cuts are made into an overlapping siding or soffit panel surface, to provide a neater appearance. Nailing hem — the section of siding or accessories where the nailing slots are located. Plumb — a position or measurement that is truly and exactly vertical, 90° from a level surface. Rake ( roof) — the inclined, usually projecting edge of a sloping roof. Rake (wall) —the board or molding placed along the sloping sides of a gable to cover the ends of the siding. Scoring — running a utility knife blade, a sharpened awl, scoring tool, or other sharp implement across a soffit or siding panel face without cutting all the way through the panel. This weakens the vinyl surface in a specific area and allows the panel to be bent and broken off cleanly. Sealant — any of a variety of compounds used to fill or seal joints in wood, metal, masonry, vinyl, and other materials. Shim — a building material used to even a surface prior to installing vinyl siding. Soffit — material used to enclose the horizontal underside of an eave, cornice, or overhang. Soffit is designed to be installed lengthwise from wall to fascia. Starter trim — an accessory applied directly to the surface of the building and used to secure the first course of siding to the home. Square — a square represents an area of 10' by 10' (100 sq. ft.) and is generally ; the term used in the industry v when referring to the quantity of siding. Vinyl siding is measured in squares, i.e.: this house requires 20 squares of siding. Underlayment/ Underlayment board — weather resistant material placed under vinyl ' siding panels. Undersill trim — a piece of trim used any time the top lock has been removed from the siding, to secure a siding panel. Nail hem Siding description Weep holes — openings cut into siding or accessories to allow for water runoff. Window/ door drip cap — an accessory installed with vertical siding to ensure that water drips away from panels and does not infiltrate them. Outside and inside corner posts — Comer posts are used to provide a finished edge at an inside or outside corner. The siding from adjoining walls fits neatly into the inside or outside corner post channels. Appropriate widths of channel openings are available to accommodate various configurations of siding. Top t-c,X KAYLAN'" o III HIM Kdliena11111111110ee11111 111 11 1 1 UNIIII III to Iloilo Fasteners Fastener choices Use aluminum, galvanized steel, or other corrosion -resistant nails, staples, or screws when installing vinyl siding and soffit. Aluminum trim pieces require aluminum or stainless steel fasteners. All fasteners must be able to penetrate not less than 3/4" into framing or furring. Review your local building codes for variations that may apply to specific geographic areas Nails Nail heads should be 5/16" minimum in diameter. Shank should be 1/8" in diameter. 8"min 5116" min. T Screw fasteners Screw fasteners can be used if the screws do not restrict the normal expansion and contraction movement of the vinyl siding panel on the wall. Screws must be centered in the slot with a minimum 1/32" space between the screw head and the vinyl. Screws must be able to penetrate not less than 3/4" into framing or furring and should be: Size #8, truss head or pan head. Corrosion -resistant, self -tapping sheet metal type. Fastener Vinyl siding Sheabng New construction Residing Fastener Vinyl siding Wood lap siding Fanfold underlayment Original sheating Staples If staples are being used instead of nails or screws, they must: Not be less than 16-gauge semi -flattened to an elliptical cross-section. Penetrate not less than 3/4" into framing or furring. Be wide enough in the crown to allow free movement of the siding 1/32" away from the nailing hem). 1,132' - -4- rl Use of staples when installing siding 3/4' Concrete or blocks Fastener Vinyl siding Furring strip 3/4' min.) Over concrete or blocs KAYCAJV " 7 Accessories Starter trim 10' Window/door drip cap 10' Undersill trim 12' 6" Dual undersill trim 12' 6" F-channel 12' 6" J-channel 12' 6" I_ jOutside comer post 10' i I I Inside comer post 10' Vertical base flashing 10' Vinyl fascia 12' 6" H-channel 12' 6" How to determine the number of pieces required: Measure structure perimeter. Convert to decimal, divide by 10 and round up. of pieces needed: Measure tops of all window and door cap openings. Convert to decimal, divide by 10 and round up. of pieces needed: Measure bottom of all areas where siding must be cut horizontally at the top of wall and under all door and window openings). Convert to decimal, divide by 12.5 and round up. of pieces needed: Measure bottom of all areas where siding must be cut horizontally at the top of wall and under all door and window openings). Convert to decimal, divide by 12.5 and round up. of pieces needed: Measure span where all soffits return to wall. Convert to decimal, divide by 12.5, and round up. of pieces needed: For open eaves, multiply the pieces calculated above by 2: Measure around all openings (doors, windows and gable ends). Convert to decimal, divide by 12.5 and round up. of pieces needed: Measure length on all outside comers. Convert to decimal, divide by 10 and round up. of pieces needed: Measure length of all inside corners. Convert to decimal, divide by 10 and round up. of pieces needed: Measure bottom of sidewall where vertical siding is being installed. Convert to decimal, divide total by 10 and round up. of pieces needed: Measure span of all roof lines to determine total footage of fascia required. Convert to decimal, divide by 12.5 and round up. of pieces needed: Measure span from inside wall to end of roof line (typically 45°). Convert to decimal, divide by 12.5 and round up. of pieces needed: 3-1/2" Window Surround 12' Measure around all openings (doors, windows and comers) where the lineal is to be installed. Convert to decimal, divide by 12 and round up i of pieces needed: 5" Window Surround 12' Measure around all openings (doors, windows and comers) where the lineal is to be installed. Convert to decimal, divide by 12 and round up. of pieces needed: Starter Strip 12' Equal quantity of Lineal starter is required VP for the amount of lineal ordered. of pieces needed: 6" Fluted comer 10' 6" Traditional corner 10' Measure all comers where the piece is to be installed. Convert to decimal, divide by 10 and round up. of pieces needed: Measure all comers where the piece is to be installed. Convert to decimal, divide by 10 and round up. of pieces needed: KAYCAN'" i.•!c• '^•"fa. meeeeeieeneuduoueene Brie a eonee eeeeeen one ee eeee ee n eeee ue eoeeee I e e e e e ri e e e n neeoei Summary sheet Siding Total from horizontal wall area sq. ft. Total from gable area sq. ft. Total from dormer area sq. ft. Total siding sq. ft. Trims Starter trim 10' Color:: of pieces needed: Window/door drip cap 10' Color:: of pieces needed: Undersill trim 12' 6" Color:: of pieces needed: Dual undersill trim 12' 6" Color:: of pieces needed: F-channel 12' 6" Color:: of pieces needed: J-channel 12' 6" Color:: of pieces needed: Outside corner post 10' Color:: of pieces needed: Inside corner post 10' Color:: of pieces needed: Vertical base flashing 10' Color:: of pieces needed: Vinyl fascia 12' 6" Color:: of pieces needed: H-channel 12' 6" Color:: of pieces needed: Montebello 1 1/4" J-channel 12'6" Color:: of pieces needed: Montebello 4" Outside Corner post 1 1/4" 12' Color:: of pieces needed: 5" Window Surround 12' Color:: of pieces needed: 31/2" Window Surround 12' Color:: of pieces needed: Starter Strip 12' Color:: of pieces needed: 6" Fluted corner 10' Color:: of pieces needed: 6" Traditional corner 10' Color:: of pieces needed: Soffit Total from soffit sq. ft. Total from porch ceiling sq. ft. Total soffit: Vented sq. ft. Non -Vented sq. ft. Color: White Match Siding Add a factor of 10 percent to all material estimates to allow for waste. KAYCA/V - 9 WIN11111111111111111111111II11I111111111111III111 111 111111111 1 1111111 In General installation tips Before you begin These instructions have been specially written to provide you with a simple, straightforward, step-by-step guide for installing your KAYCAN vinyl siding. In fact, the best installation advice we can give is that you read through these instructions carefully before beginning your project. Because proper preparation is the key to a smooth installation job. Remember to always exercise caution when on a construction site. Tool checklist - Tool Checklist: work table • tape measure • hammer • utility knife chalk line • square • tin snips • level safety glasses* • ladders and/or scaffolding • radial saw with a reversed fine-tooth blade NOTE: Protective eyewear should be worn when cutting, sawing, or nailing. Some specialized tools include: snap -lock punch • nail -slot punch j-trim cutter • siding removal tool dual undersill trim undersill trim fascia f-channel i 4: starter base siding inside cnrner nnst i I outside comer post window door cap Y' h-channel j-channel Accessories needed starter window undersill dual f-channel j-channel outside inside vertical base h-channel vinyl base door drip cap trim undersill trim corner post comer post flashing fascia Horizontal siding Vertical siding— Soffit Fascia 10 KAYCAIV - I III HIMiunuui111111eo 1eoI 1111211111116111 11 iniiiuea I'll General installation tips Important installation tips Before getting started, it is important to review several rules of thumb for vinyl siding application. The following rules, which come up throughout this guide, are critical for proper vinyl siding installation: The following are absolute "must -do's" for every siding installation: 1. Installed panels must move freely from side to side. Don't nail too tightly. Always allow a minimum of 1/32" space between the back of the head and the nailing hem. Space fasteners 12" -16" apart on center. 2. When installing a siding panel, push up from the bottom until the lock is fully engaged with the piece below it. Without stretching the panel, reach up and fasten it into place. 3. When finishing the top of the wall perforate the cut edge using snap -lock punch approximately every 8", ensuring the "tabs" face outward. 4. Leave 1/4" clearance at all openings and accessory channel stops. This allows for normal expansion and contraction. When installing in temperatures below 40' F, leave 3/8". 5. DO NOT CAULK the space between the panels and the J-channel, outside and inside corners and any other trims. Do not caulk overlapping joints between siding panels. 6. NEVER NAIL THROUGH THE FACE OF THE SIDING! Face nailing is driving a fastener through the panel outside of the center of a nail slot. 7. Center fasteners in nail slots. Fastening at the end of the slot will cause permanent damage to the siding panel. If you need to lengthen the nail slot, you can do so with a nail -slot punch. 8. Drive fasteners in straight. Nailing at an angle will distort siding panels and cause buckling. 9. Be careful not to stretch panels. Apply slight upward pressure until the lock is fully engaged, then secure allowing panels to move freely without strain. 10. Overlap horizontal siding panels 1 ". Excessive overlap can restrict free movement and cause product failure. 11. Use fasteners long enough to penetrate a minimum of 3/4" into the nailable base. 12. In residing, furring or removal of uneven original siding may be necessary. 13. In new construction, avoid the use of green lumber as the underlayment. Keep in mind that siding can only be as straight and stable as what lies under it. nail driven do not too tightly face nail allowing for expansion Nailing guidelines center nails fa-e nailing Y_ Position of fasteners drive nail straight and level 77 Materials Fasteners detail Sheathing/Backerboard Vinyl siding should be applied over a sheathing that provides a smooth, flat surface. Consult local building codes for sheathing requirements. Vinyl siding should never be applied directly to open studs without sheathing. As an alternative, installation of specific types of contoured foam underlayment for various styles of vinyl siding are available. Weather Resistant Barrier Vinyl siding should be installed over a continuous weather resistant barrier to stop the intrusion of incidental water. Consult your local building code for requirements in your area. Flashing Code -compliant flashing should be integrated with the weather resistant barrier and applied around windows, doors, and other openings. Flashing should also be applied to inside and outside corners, and the intersection of walls and roofing to prevent water infiltration. KAYCAN' hAllIllIll1t'1e 11i' Ill Ie Sri ri ri riuria Preparing to install Preparing your house Proper surface preparation is one of the most important parts of your siding installation job. All exterior wall surfaces must be even, so that your new vinyl siding will be straight, and look sharp. 1. Remove all shutters, downspouts and fixtures. On older homes, replace any rotten wood and securely nail all loose boards, siding and wood trim. Tie back all shrubbery and trees when plantings are close to the house. Remove any old caulking around windows and doors. 2. Flashing: Use aluminum trim coil or other material which will not absorb water. Apply flashing below, on the sides of, and above (in that order) any openings where water might penetrate. This will help in directing water away from the opening. 3. Installing Furring: Furring or strapping must be applied to create an even base for siding. Apply 1" x 3" (minimum size) wood furring, not more than 16" on centers. Shim low spots to create an even surface. For horizontal vinyl siding, install furring vertically. For vertical siding, install furring horizontally. Place furring along all sides of door and window frames, corners, and top and bottom of areas to be sided. As an alternative, solid sheathing can be applied directly over the old surface to create a smooth base, or over furring to provide even support for the vinyl siding. 4. Housewrap: If required by building codes, apply a weather -resistant barrier over the sheathing. We recommend an approved breather -type code housewrap. 5. Insulation: The ideal time to increase the insulation value of the sidewall is before installing siding. Simply install insulating sheathing over existing siding, over or between the furring strips. 6. Laying the groundwork: Determine a starting point for your siding — it should be the lowest point. Measure at corners, and pull a chalk line across the wall to ensure a level starting position. Plumb corners, and shim if necessary, to ensure they are vertical. Furing for horizontal siding Furing for vertical siding Preparing the Walls Important notes: Weather Resistant Barrier Vinyl siding has always been designed as an exterior cladding, not a weather resistant barrier. Vinyl siding is designed to allow the material underneath it to breathe; therefore, it is not a watertight covering. Because of its design and application, it provides a supplemental rain screen that enhances the weather resistant barrier system by reducing the amount of water that reaches the underlying weather resistant barrier. Preparing the Walls A flat, level wall surface is necessary for proper installation of vinyl siding. Install flashing before starting to apply the siding. Unless already installed, a weather resistant barrier should be applied to the house prior to installing vinyl siding. Always consult local building code for requirements in your area. New Construction Tip: To reduce the possibility of the floor -plate compression, drywall, roofing, or other heavy building materials should be installed or stored throughout the house prior to the installation of vinyl siding. Floor -plate compression can result in buckled siding at the intersection of the floor and the wall. Residing Nail down loose boards of existing siding, and replace any rotten ones. Do not install vinyl siding over rotting wood. Scrape off loose caulk and re -caulk around windows, doors, and other areas to protect from moisture penetration. Remove all protrusions such as gutters, downspouts, and light fixtures. Check all walls for evenness and install furring strips where necessary. When installing furring strips, please take appropriate measures to establish a smooth and continuous surface. Note: In cases where the lower portion of a horizontal siding panel must be trimmed so that it may be installed over steps, porches, etc., the panel should be built out ("furred") for proper angle and rigidity. Undersill trim can be used to seal the cut edge of the panel and then secured to the wall. 12 ICAYCAIV y wa,e ene ouueuee0 i Installing accessories Before the siding itself can be hung, a number of accessories must be installed first, including starter strips, corner posts, window flashing, trim, and J-channels over the roof lines. Starter trim In order for the siding to be installed properly in a level fashion, the starter strip at the bottom of the wall must be level. Determine the lowest point of the wall that will be sided; from that point, measure up 1/4" less than the width of the starter trim and partially drive a nail at one corner. Attach a chalkline; go to the next corner and pull the line taut. Make sure the line is level by using a line level or a 4' level. Snap the chalkline and repeat the procedure around the entire house. Optional method to determining the position of the starter trim in new construction and some residing applications: Measure down from the soffit at one corner of the house to the top of the foundation and subtract 1/4" less than the width of the starter strip. Make a mark on the wall and record the measurement. Transfer the measurement to the other corner of the wall. Snap a chalk line in between the corners at the marks. Repeat the procedure around the entire house. Using the chalkline as a guide, install the top edge of the starter strip along the bottom of the chalkline, nailing at 10" intervals. Allow space for the corner posts, J-channels, etc. Keep the ends of starter trims at least 1/4" apart to allow for expansion Nail in the center of the starter strip nailing slots. Notes: When using insulation/backerboard, fur the starter trim, if necessary, to accommodate thickness. For a vertical siding starter strip, see vertical siding section. In certain situations, it may be necessary to use J-channel as a starter strip; remember to drill minimum 1/8" diameter weep holes no more than 24" apart. Outside and inside corner posts A water resistant material should be used to flash the inside and outside corners a minimum of 10" on each side before installation of the corner. Place the corner post in position, allowing a 1/4" gap between the top of the post and the eave or soffit. Position a nail at the top of the upper slot on both sides of the corner post, leaving a 1/32" gap between the nail heads and the corner posts. The corner post hangs from these nails. The balance of the nailing should be in the center of the slot, 8" to 12" apart, again leaving 1/32" between the nail head and the corner post. This allows for the expansion and contraction to occur at the bottom. The corner post should extend 3/4" below the starter strip. Make sure the posts are plumb (i.e., vertically straight). If more than one length of corner post is required, overlap the upper piece over the lower piece by cutting away 1" of the I nailing flange on the top piece. Overlap 3/4", I allowing 1/4" for expansion. This method will produce a visible joint between the two posts, but will allow water to flow over the joint, reducing the chance of water infiltration. outside comer splicing detail iGIIC2 - I- ll Inside corner splicing detail j'-1/4' Y I i Starter trim installation weather -resistant barrier t-1I2' Starter trim at corners eatner-resistant bamer,. t l) r I t— 3W Starter trim and outside corner post Starter trim and inside corner post KAYCAN `" 13 Installing accessories Windows, doors and roof lines flashing The following instructions should be followed when applying window flashing to an existing window: Apply a continuous bead of sealant adjacent to the sill of the existing window. For windows with nailing flanges, the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots (figure A). Apply a minimum of 9" wide horizontal sill flashing level with the bottom edge of the existing window by pressing the flashing into the sealant bead at its top edge. Cut the sill flashing long enough to extend a minimum of 9" beyond each jamb. Fasten the sill flashing at the bottom and side edges (figure B). Apply a continuous bead of sealant adjacent to the side jambs of the window. For windows with nailing flanges, the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots. Continue the bead of sealant at the jambs vertically a minimum of 81/2" above the head of the window to allow for bedding the top portion of the jamb flashing into sealant in the next step (figure C). Install the jamb flashing by pressing the flashing into the sealant beads at the window jambs. Extend the bottom edge of the jamb flashing approximately 1/2" short of the sill flashing edge, and extend the top edge approximately 81/2" beyond the head of the window, where the head flashing will be placed next (figure D). Fasten the jamb flashing along the edges further most from the window. Apply a continuous bead of sealant adjacent to the head of the installed window. For windows with nailing flanges, the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots (figure E). Install the head flashing by pressing the bottom edge of the flashing into the sealant bead previously applied across the mounting flange. Extend the ends of the head flashing approximately 10" beyond the jamb flashing at each end. Fasten the head flashing into place along the top edge (figure F). Note: Sealant should be compatible with window, flashing, and weather resistant barrier materials. Contact sealant manufacturer for job -specific recommendations. 3 1r2' mil! a1r•,i 8 i;2 min a 112' min re D Flashing new window installations Refer to window manufacturer's instructions and ASTM E211 Z Standard Practice for Installation of Exterior Windows, Doors and Skylights for the proper flashing installation method for the window type and wall configuration on the project. 9' m 9' min i 81r2' mir Apciox 10ApproY 10 Lam; — i ure F A 9' figure B 14 KAMAN" i_t ' w'. 1 1 1 111 C 1 Bill IGIIIIOII IIIII 111111C III Somali 11 III I 1 11 111 CIIIII 1 Installing accessories J-channel installation J-channel is used around windows and doors to receive the siding. Follow the steps below when applying trim. Cut and bend the tab of the top piece of J-channel down to provide flashing over the side J-channel. Fold the bottom end of the side piece of J-channel inward at the bottom of the window, to fit over the existing J-channel to prevent water from entering under the sill. Cut the side J-channel members longer than the height of the window or door, and notch the channel at the top. Miter cut the free flange at a 45' angle and bend the tab down to provide flashing over the side members. A similar miter and tab may be provided at the bottom of the window, depending on the sill's condition. The J-channel should fit snug to the window. To trim the bottom of windows, and at the eave, J-channel can be used with the undersill molding inside the J-channel. The J-channel and undersill combination will secure the cut siding panel and help to keep the alignment straight. Dual undersill molding combines both functions into one part. Cut and secure dual undersill similarly to using J-channels. J-channel over roof lines Install the flashing before the J-channel to prevent water infiltration along the intersection of a roof and wall. Keep the J-channel approximately 112" from the roof line. Chalk a straight line up the roof flashing to guide J-channel installation. Tip: You can use another J-channel laid over the shingles as a spacer to create the straight line desired. Overlap the J-channel (lapping the upper piece over the lower piece) if it is necessary to use more than one piece. Extend the J-channel past the edge of the roof, channeling water into the gutter, in order to ensure proper runoff. With dark shingles, or a south or west exposure, it is recommended to either use a metal J-channel or to install the vinyl J-channel as far away from the roofing as is aesthetically acceptable, having first ensured that there is sufficient flashing behind the J-channel to prevent water infiltration. Fasten the nail, screw, or staple that is closest to the roof line at the far end of the nail hem slot, to ensure that siding will expand away from the J-channel. Note: Vinyl J-channels should not be in direct contact with roofing shingles, since the shingles may transfer enough heat to the vinyl J-channel to cause its distortion. J-channel installation in a gable Before applying siding to the gables, the J-channel should be installed to receive the siding at the gable ends: Where the left and right sections meet at the gable peak, let one of the sections butt into the peak with the other section overlapping. A miter cut should be made on the face flange of this piece for better appearance. Fasten the J-channel every 8" to 12". If more than one length of J-channel is required to span a wall surface, be sure to overlap the J-channels by 314". KAYCAIV " Installation in a gable tsea,her•resislant i-channel with hamer rn ,ered come-, Window detail insert ra;r tab into notch c cornercorner t J3Atab % _ iJ rernwe r 1 t deep && tin 11cf. ecelvxo pcc<et Corner detail A - Square corner rain tab compieted 4 corner rerT;cve corner at :5' angle Corner detail B - Mitered comer seater proof bamer reel"ashing J-hannel Installation over roof line 15 Y •1<.` - K;i i; ,.F .k Ar-1u+> .{.g iiLy: :_"`:..( 4iwS ^pis Yr'E ih` YHy; y. 6M3 yi'.' 3` t`x lEi, J I IIIItiIHINI 1 11 1 1 a 11 IN I H11 IIII IIIIII I III IN I Ki i IN Horizontal siding installation Installing panels The first course (row of panels) should be placed in the starter trim and securely locked along the entire length of the siding panel. Make sure the panel is securely locked before fastening. Fasten the panels in the center of the nailing slots. Allowance should be made for expansion and contraction by leaving a 1/4" gap between the siding and all corner posts and channels increase to 3/8" when installing in temperatures below 400 F. If the panels are 20 feet or longer, increase the gap to 3/8". Do not drive the head of the fastener tightly against the nail slot. Leave 1/32" between the fastener head and the vinyl (about the thickness of a dime). Do not force the panels up or down when fastening. Panel locks should be fully engaged; however, the panels should not be under vertical tension or compression when they are fastened. v:eather•resi,L^t barrier i I I i• 1 T- snap into starer ;rim and sl;de into accessory Since vinyl siding moves as the temperature changes, make recemmg pccket certain that the vinyl panels can move freely in a side -to -side direction once fastened. Check every fifth or sixth course for horizontal alignment. Also check siding alignment with adjoining walls. When panels overlap, make sure they overlap by one half the length of the notch at the end of the panel, or approximately 1 ". Stagger the siding end laps so that no two courses (rows of panels) are aligned vertically, unless separated by at least three courses (rows of panels). Always overlap joints away from entrances and away from the point of greatest traffic. This will improve the overall appearance of the installation. Fitting siding around fixtures Use a commercially available trim ring to fit siding to a penetration such as a faucet or railing attachment, following the manufacturer's installation instructions. If a commercial trim ring is not available for the application, refer to the figure below, which illustrates how to fit the siding to the penetration. In addition, the following tips are suggested: If hand -fitting to the fixture, always begin a new course of siding at the fixture to avoid excess lap joints. Cut an opening 1/4" bigger than the fixture or the trim ring. When cutting, match the shape and contour of the obstruction. io c I ! Triming pieces for faucet Installing the first panel J-channel detail fzctcry r1_1xs15 a q__ Siding panel overlap 16 ICAYCAN'" P"'- '3'.,`- r_, -_- s''1;^,. ra• "-' .::tk - ,r h. a r.';.sr;"-' r._,,; s,., r'w: - ,#.>'i _ IIIIIIII I oil i dnnao u e o m 111111 111111 IonII Iloilo 1111e1 11 0111111110111 e11e111 n milli I Horizontal siding installation Fitting under windows To mark the section to be cut, perform the following: Hold the panel under the window and mark the width of the window opening on the panel. Add approximately 1/4" to both sides to allow for expansion and contraction of the siding. These marks represent the vertical cuts. Lock a small piece of scrap siding into the lower panel next to the window. This will be used as a template for the horizontal cuts. Mark it 114" below the sill height. Transfer the horizontal measurement to the panel, which will be installed under the window. Measurement may not be the same on both sides of the window. Cut the panel with tin snips and a utility knife. The cut panel is now ready for installation under the window. Perform the following: Using a snap lock punch, punch the vinyl siding along the cut edge every 6" so the raised tab is on the outside face. Install undersill trim under the window, as a receiver for the cut siding. Undersill trim is used any time the top lock has been removed from the siding. Furring may be needed to maintain the face of the panel at the desired angle. Install the siding panel, making sure the tabs from the snap lock punch) lock into the undersill trim. l i i I I L Cutting and preparing the panel Sidewall flashing at roof lines Install the siding panel, making sure the tabs (from the snap lock punch) lock into the undersill trim. Run the siding until the last full course under the roof area. Cut a diverter from aluminum trim sheet, making sure it sits on the nail hem of the last full course. Also make sure to slip it behind all J-channels and roof flashing (similar to flashing the bottom of window detail). As an alternative to the diverter, create a "kickout" from metal flashing. Cut the next piece of siding, making sure the vertical lap falls behind the roof flashing and roof J-channel. Cut a small piece of siding that will be placed on top of the previous piece of siding and sits in the roof J-channel. Install the remaining course of siding. Water running behind the panel will be directed by the diverter into the butt of the panel, draining out in the weep holes. Note: "Kick -out flashing" is an additional flashing strip that extends beyond the edge of the fascia that is required in some cold -climate localities. KAYCAN" Measuring the width of the section to cut I i 114• I Measuring the height of the section to cut Installing the top panel corner post J-channel :oof flashing nail hem of diverer drip edge the siding panel Side wall flashing step flashing self -adhering membrane kickout flashing drip edge I housewrap fascia Kickout flashing 17 r•:,. r,'- s4,4'i ';.yl a » .. .( "- ' aA' r-!f, `-- ,k4' i_ - iv... o u neitneeu eemeeoe III a e1 ee 161,111 oil eeee ee eneuoe Horizontal siding installation Under eave installation Nail undersill trim along the top of the wall, flush with the eave of the house. Furring may be necessary to maintain the proper pitch of the topmost siding panel. Should more than one length of undersill trim be required, make a splice as shown by cutting away 1" from the back of the undersill trim and lapping the sections, leaving a 114" space between nailing strip sections. If topmost siding panel is trimmed near the butt leg, an undersill trim alone may not be sufficient. Either combine an undersill trim inside a J-channel, or use an undersill trim molding to hold the siding panel firmly. A dual undersill trim molding replaces the need for both a J-channel and undersill molding. Simply place the snap -lock punched top panel in the appropriate receiving pocket to keep the proper siding angle. Another alternative to finishing the top panel of a wall is to use a frieze plate and crown molding. Secure frieze plate (either with or without a soffit receiver), no more than 16" on center. Allow 1/4" between adjoining frieze plates. Using a nail slot punch, create nail slots every 12" -16" in the top panel of siding and secure normally. Finish the application by cutting crown moldings to length as needed, and snapping them into the frieze plate receivers. Fitting and installing top siding panel Measure and cut siding panel to the desired length. Determine how much of the top panel must be removed by measuring the distance between the top of the undersill trim and the lock of the panel below, and subtracting 1/4". Be sure to measure several times across the wall as the dimension could change slightly. Cut the top siding panel to proper height, removing the nailing strip. Using a nail slot punch, create nail slots every 12" -16" in the top panel of siding and secure normally. Finish the application by cutting crown moldings to length as needed, and snapping them into the frieze plate receivers. freze Fete d ' u dersrel sr,1a-in crG'rn ridd nail slct punch to secure in a panet can here.- inser panel Top panel installation Top panel installation using using dual undersill trim frieze plate and crown mold Last full siding panel on the top of the wall Splicing of the undersill trim Measuring the height to cover r Preparing the top panel Installing the top panel 18 ICAYCAN `" 6=.: rt ti'tk, f+•;•iNt.6;-•; 3--ia••`':r" ass.; .s:• 317t.• crU,.. ri y, W1111III MIIuIiIINoIINIuoIonriIa11u1ri1tiatiucIritiuIriIrinnririBilleuII'm hill i Horizontal siding installation Finishing a gable end To install around gable ends, make a pattern that duplicates the slope of the gable: Lock a short piece of siding into the gable starter course (i.e., the last course before the gable starts). Hold a second piece of siding against the J-channel at the slope of the gable. Mark the slope with a pencil on the short piece of siding. Check the angle template every few courses. Remove the short piece and cut along the pencil line as a pattern for the gable angle cuts. Repeat the procedure on the opposite side of the gable. It may be necessary to fasten the last panel at the gable peak with a trim nail. Use a 1 1/4" to 1 1/2" nail. This is the only time a nail should be placed in the face of the vinyl siding. Eaves treatment The last course of siding may be cut to fit the eaves opening. Measure from the soffit to the base of the upper lock on the previous course of panels. Subtract 1/4". Mark this dimension on the panel to be cut, measuring from the bottom edge of the panel. It is a good idea to check the dimension in several locations along the length of the wall. Using a snap lock punch, punch the vinyl siding along the cut edge every 6", so the raised tab is on the outside face. Push the siding into the undersill trim that has been nailed in place along the top of the wall. Furring may be needed to maintain the face of the panel at the desired angle. The raised tabs will catch and hold the siding firmly in place. aiun Transition from horizontal to vertical Finish the last course of horizontal siding with the J-channel and/or finish trim. Install a drip cap and a J-channel. The top piece of J-channel must have minimum 1/8" diameter weep holes drilled no more than 24" apart to allow for water runoff. Transition transition from brick to vinyl siding Caulk where the sheathing meets the brick or stone exterior. Flashing should be caulked where it meets the brick or stone and a drip cap should be in place. If horizontal siding is used, a J-channel or starter strip may be used. If a starter strip is used, it is necessary to provide at least 3/8" clearance for proper engagement of the siding. Use a J-channel to receive vertical siding; remember to drill minimum 1/8" diameter weep holes no more than 24" apart. Measuring the cutting angle Installing the cut panel Position of top nail KAYCAN" 19 t`'S•SSii sr-''=i`, - `'• 7r Si. 1_.. •'_, '.z f ~4f.`_".;k 1'w., _ 6dW 1111 11 11 n In 11111111111 11 1111 11 1111111 1191 IIE111 111 1/3111191/11 1 l4111 IIIOIIIIIIIIIIIIIIIC Montebello vinyl log siding installation Montebello starter installation In order for Montebello vinyl log siding to be properly installed in a level I —114- fashion, the starter at the bottom of the wall must be level. Determine the lowest point of the wall that will be sided; from that point, measure up 1/4" less than the width of the starter and partially drive a r 4. nail at one corner. Attach a chalkline; go to the next corner and pull the line taut. Make sure the line is level by using a line level or a 4' level. Snap the chalkline and repeat the procedure around the entire house. Using the chalkline as a guide, install the top edge of the starter along the Starter trim installation bottom of the chalkline, nailing at 10" intervals. Allow space for the corner weather -resistant barrier posts, J-channels, etc. Keep the ends of starter strips at least 1/4" apart to allow for expansion. Leave approximately 1/4" between the starter and the corner post. Nail in the center of the starter strip nailing slots. Montebello.J-channels Install 1 1/4" J-channels along windows and wall not requiring corner posts. a Follow J-channels installation instructions in the Vinyl Siding Estimating and Installation Guide. Montebello outside corner posts The installation of the Montebello outside corner posts is important as Starter trim at corners these corners are an integral part of the wall system. eather•res•stant bamer _ 1 A water resistant material should used to flash the inside and outside L corners a minimum of 10" on each side. Place the corner post in position, allowing a 1/4" gap between the top of the post and the eave or soffit. I Position a nail at the top of the upper slot on both sides of the corner 1 J r post, leaving a 1/32" gap between the nail heads and the corner posts. The corner post hangs from these nails. The balance of the nailing should be in the center of the slot, 8" to 12" apart, again leaving 1132" between the nail head and the corner post. IThisallowsfortheexpansionandcontractiontooccur. The corner post should extend 3/4" below the starter strip. Make sure Starter trim and outside corner post the posts are plumb (i.e., vertically straight). For a better finished appearance, remove a 3/4" portion of the nail hem on both sides of the corner post. Montebello inside corner application Two J-channels must be used when installing Montebello vinyl log siding in the inside corner of a house. i _. You must follow the same instructions as for the installation of the outside corner post while using two J-channels installed as shown in the illustration. i Starter trim and J-channels in an inside comer application 20 KAYCAN'" c u;iY:...': 3-`pr;; 1(' vlyttr.z r•3.. 3` Q; .- 0', r-rsw7 : ,Zs' `i" ;^+, _S-". v`7 Ti. r" : •.-: ). rKrrSw F- 7 i :_` TC".:...` 3' _ i 53 _ MAN h' ucN 1nn1 a tumill aInlen111111 11n Montebello vinyl log siding installation Installing the Montebello vinyl log siding As with all vinyl siding installation, the first row of siding is the one that will guide the rest of the wall. Start the installation the right way to have an easy installation. Place the first vinyl siding panel into the starter trim and slide the panel into the pocket of the corner post. Fasten the panels in the center of the nailing slots. Allowance should be made for expansion and contraction by leaving a 1/4" gap between the siding and all corner posts and channels (increase to 3/8" when installing in temperatures below 400 F). Do not drive the head of the fastener tightly against the nail slot. Leave 1/32" between the fastener head and the vinyl (about the thickness of a dime). Do not force the panels up or down when fastening. Panel locks should be fully engaged; however, the panels should not be under vertical tension or compression when they are fastened. Since vinyl siding moves as the temperature changes, make certain that the vinyl panels can move freely in a side -to -side direction once fastened. Check every fifth or sixth course for horizontal alignment. Also check siding alignment with adjoining walls. When panels overlap, make sure they overlap by one half the length of the notch at the end of the panel, or approximately 1". The foam insert in the back of the panels should but together. Always overlap joints away from entrances and away from the point of greatest traffic. This will improve the overall appearance of the installation. Vinyl siding panel seams should be staggered along the installation and should be at least three courses apart. r weather -resistant barrier IF snap into stager trmr, z&J s.ee into accessorf receiving c cket First panel installation Installing under window and crown area : Several options are available to secure the topmost panel below the eaves or windows. Depending on where the siding panel has to be cut, you have to follow one of the methods below: If the Montebello panel is cut in a thick section of the panel; Cut the siding panel and punch snap locks every 6" to 8". Push the panel securely into the top J-channel. If the Montebello panel is cut above or below the thickest section of the panel; Place a smaller 5/8" J-channel inside the 1 1/4" J-channel to act as an undersill trim. Cut the siding panel to the appropriate dimension and punch snap locks every 6" to 8". Push the panel securely into the 5/8" J-channel. If the Montebello panel is cut above the foam section of the panel; Install an undersill trim in the top J-Channel. Cut the siding panel to the right dimension and punch snap locks every 6" to 8". Snap lock the siding panel into the J-channel, checking for proper free movement. At all time the top of the panel going into the undersill trim or 5/8" J-channel must have a series of snap locks on the top. UndersA tr1en i rctj 7 factc. nc:Ghes r , l I 1 Montebello panel junction detail 1 114 J-chanrel 5t6'J-channel r Finishing the top of a wall. KAYLAJV " 21 r. r'^fypvy' ri,'' t''-i f .;y y:,"-i. L x `y. r'X ti_1i-3: s,_4... ^;-.-' lf Y ti-•A-.. s i IF h 11 11111 11 1101 Gs111EG11 1 1 111 111 11 11110111 11 1 11 1s 2111111111111 1111 1 E11 fil 1 I!f 1N 11 L 11 1 1111110 1111111 Horizontal insulated siding installation Insulated starter installation In order for the siding and insulation to be installed properly in a level fashion, the insulated starter at the bottom of the wall must be level. Determine the lowest point of the wall that will be sided; from that point, measure up 1/4" less than the width of the insulated starter and partially drive a nail at one corner. Attach a chalkline; go to the next corner and pull the line taut. Make sure the line is level by using a line level or a 4' level. Snap the chalkline and repeat the procedure around the entire house. Using the chalkline as a guide, install the top edge of the insulated starter along the bottom of the chalkline, nailing at 10" intervals. Allow space for the corner posts, J-channels, etc. Keep the ends of starter strips at least 1/4" apart to allow for expansion. Leave approximately 1/4" between the insulated starter and the corner post. Nail in the center of the starter strip nailing slots. Insulated outside corner posts The installation of the insulated outside corner posts is important as the insulated corner insert are an integral part of the insulated wall system. A water resistant material should used to flash the inside and outside corners a minimum of 10" on each side. Place the insulated corner insert inside of the outside corner post prior to nailing on the wall. Place the corner post in position, allowing a 1/4" gap between the top of the post and the eave or soffit. Position a nail at the top of the upper slot on both sides of the corner post, leaving a 1/32" gap between the nail heads and the corner posts. The corner post hangs from these nails. The balance of the nailing should be in the center of the slot, 8" to 12" apart, again leaving 1/32" between the nail head and the corner post. This allows for the expansion and contraction to occur at the bottom. Make sure to install the insulated corner inserts inside the outside corner post as you go down the wall and nail the corner post. Make sure to leave no gaps between insulated corner inserts. The corner post should extend 3/4" below the starter strip. Make sure the posts are plumb (i.e., vertically straight). For a better finished appearance, remove a 3/4" portion of the nail hem on both sides of the corner post. Starter trim installatic r reamer -resistant barrier t-t<<" i Starter trim at corners ear -rests ant tamer _ 1 I. Starter trim and outside corner post I I Starter trim and inside corner post 22 KAYLAN'" Horizontal insulated siding installation Installing the insulated wall system As with all vinyl siding installation, the first row of siding is the one that will guide the rest of the wall. Start the installation the right way to have an easy installation. Place the first vinyl siding panel into the insulated starter trim and slide the panel into the pocket of the corner post. Do not nail in. Place the first piece of contoured backer board behind the siding panel already in place. Allowing 114" for the expansion and contraction of the siding. Slide the backer board next to the insulated corner pieces leaving no gaps. Align the backer board to make sure that it fits snugly with the profile of the panel. Nail in the section of the first siding panel that has the backer board behind it. The panel should be nailed in the center of nailing holes every 16" while making sure not to nail it in too tightly. Install sections of contoured backer board next to the first one, leaving no gaps between the sections. Siding panels should overlap 1". Make sure to have overlaps visible away from areas of high traffic. Install the contoured backer board along the first row of siding before starting another row. Once the first row of siding is installed; put up the second row. Contoured backer boards cover two siding rows. Install the first panel of the third row of panels on the wall. Place the second row of contoured backer board directly over the first row of backer board behind the siding panels and nail in the siding panel. Continue this way until the top of the wall. Check the level of the siding panels every 3 courses. Vinyl siding panel seams should be staggered along the installation and should be at least three courses apart. Installation under window and crown area Several options are available too secure the topmost panel below the eaves. Depending on where the siding panel and backer boards have to be cut, you have to follow one of the two methods below: Using an undersill trim inside a J-channel: Install an undersill trim with a furring strip to the proper dimension inside the top J-channel. Cut the contoured backer board to fit in the top J-channel. Cut the siding panel to the right dimension and punch snap tabs every 6" to 8". The locks have to be towards the outside of the panel. Snap lock the siding panel into the undersill trim, checking for proper free movement. ea(he.-fe5i5'znt barrier i snap into starter [nmands,ide into accessory receiving pccke; First panel installation alne;-r sis!ant barrier I5 ! i foam bac%er slips behind s ding panel and slides into ine accessory receiving pecker A dual undersill trim should be used when the siding panel has to be cut at its thicker section Using a single J-channel: Cut the contoured backer board to fit in the top J-channel. Cut the siding panel to the right dimension and punch snap locks every 6" to 8". Snap lock the siding panel into the J-channel, checking for proper free movement. Note that siding panel seams should not be situated under windows. First contoured insulation panel installation Urdersill Lim Deal under:.1 i i i i trim i Use of undersill and dual undersill trims when finishing the top of a wall. KAYCAIV ' M t£-t f!%G iEt P"`?3P iT' ii 4;v Girl - l i• y_. - l, 11 1111 11 11101111111 1 1 110IN1161101111 1111 1 1101111G1111d11fl1111 11 1 F11 1 11 Kill 111111 E1111111ti1111 low,, Vertical siding installation Preparation See section "Preparing to install" before starting. When installing vertical siding, however, follow these additional preparatory steps: Install horizontal furring strips,12" on center, or a solid nailable sheathing prior to the siding, if needed, to level the surface or provide sufficient material for 3/4" fastener penetration. Snap a level chalkline around the base of the sidewalls. Typically, the chalkline is positioned so that the bottom of the J-channel that will serve as a vertical starter strip is 1/4" below the lowest point on the wall that will be sided. Install J-channel along the chalkline as a receiver for the vertical siding. As with horizontal siding, when installing vertical siding it is necessary to install several accessories first, including corner posts and window, door, and roof trim. Outside and inside corner posts Leave 114" gap at the top of corner posts. Place the first nails in the uppermost end of the top nail slots to hold them in position Place all other nails in the center of the slots. Nails should be 8" to 12" apart. Corner posts should extend 3/4" below the siding. Do not nail tightly; the corner post should move. Bottom receiver Position the top edge of a J-channel or vertical base along the previously snapped chalkline. Remember to drill minimum 1/8" diameter weep holes no more than 24" apart. Fasten every 8" to 12". Use the center of the nail slots. All vinyl should be fastened securely but not tightly. Sideways movement should not be restricted. Leave 1/4" gaps at the corner posts. Where lengths adjoin, trim the nailing Flange 1" and overlap 1/2" to produce a neat joint. Window, door, and roof trim Install J-channel at the tops of the sidewalls. At the gable ends, snap a level chalkline along the base of the gable and install J-channel. Overlap where necessary and allow for expansion. After installing flashing, trim around all windows and doors using J-channel. The following seQuence is suooested: -- -- -- -- ----- Cut a J-channel for the bottom of the window, as wide as the frame, and install it. Cut side J-channels the length of the frame plus the width of the top and bottom J-channel. Cut and bend tabs into the bottom channel. Install the side channels. Cut the top J-channel the width of the frame PLUS the width of the side J-channels. Notch the top J-channel on each end, bend the tabs into the side J-channel, and fasten the top J-channel. A miter cut and tab can be provided at the bottom of the window depending on the sill's condition. Lpn:cr pest fu.1 aq SJlp vert:al cut to fit snapdcck tab hang r-Ice from tc=ost full slot Sock -- centerreM.PnN fastener3 Wall ending detail v,ealher-resistant barrier 1 Starting the wall Outside corner detail Ua" cap t' tab Splicing J-channels I ; t r Inside corner detail 24 KAYCAN `" 1-' r: r': 1i_ 4y. }t .: Sj Sir 1 1_ Sit '. Y flN :L, "«+.` tip I'll' e112110 soil 1111 111111110 e1 euIriu mill In n e eri e' o e10o IIIInoImIn 111 111111 Vertical siding installation Sidewalls starter strip Create a vertical starter strip by cutting the nailing hem and adjacent lock corner post off a vertical siding panel. Fasten it inside the receiver channel of the corner Yang strip post. Be sure this piece is plumb. Leave enough clearance in the pocket of the corner post to allow the siding panel to be attached. uneersill trim Install J-channels at top and bottom. Fasten panels 12" on center. Leave 1/4" clearance at top and 3/8" at bottom. Place the first fasteners in the the top to hold them in Place c't 10'' a'i nail fuppermostendofnailslotsposition. all other cut y as required J fasteners in the center of the slots. f If it will take more than one course to span the height of the house, terminate the first course into an inverted J-channel, allowing 1/4" for expansion. Install head flashing on top of the J-channel and begin the second course leaving 1/4" gap at the head flashing. nrtcck tab Panels Working from the starter strip to the corners, lock each panel and fasten Alternate wall ending every 12". Vertical panels are terminated into the J-channel installed at top and the vertical base or J-channel installed at bottom. Horizontal joints If a horizontal joint is needed, combine J-channels back-to-back with flashing, I-Cmirmeis or use a single J-channel with a minimum 3/4" face drip cap to direct water over the lower wall. drip cap Horizontal joints Optional method for gable end sidewalls Find the center of each sidewall and use a level or plumb line to install two back -to back J-channels or an H-channel. Leave a 1/4" gap at the top and bottom. These will serve as starter strips in which to lock the vertical siding. Windows and Doors At window and doors, cut the panels (if necessary) to fit the openings, allowing 1/4" for expansion. If the panel is uncut or cut down in the "V"- shaped groove of a piece of vertical siding, simply insert it into the J-channel, locking the other side onto the previously applied panel. A furring strip should be installed to prevent panel detachment. If the panel is cut on the flat surface, install undersill trim, backed by furring, into the J-channel. The flat surface of the vertical siding should be snap lock punched and fitted into the undersill trim. The panel is further secured above and below the windows and above the door when the panel is fastened in place. Corners Install the undersill trim or J-channel into the receiver of the corner post. If the panel is cut in the bottom of the V-groove, insert it into the J-channel. A furring strip should be provided prior to panel insertion. This will prevent the panel from detaching. If the panel is cut on the flat surface, install undersill trim, backed by furring, into the J-channel. Punch snap locks along the cut edge of the panel at 6" intervals and snap it into the undersill trim. Gable Ends Begin by fastening J-channel along the inside edge of the roof. Install vertical base on top of previously installed J-channel at the base of the gable. Attach either vertical siding starter strip or two back-to-back regular starter strips, centered with the peak of the gable. This area should be flashed prior to installing the starter strips. Make a pattern for end cuts along the gable using two pieces of scrap siding. Lock one piece into the vertical strip at the center of the wall. Hold the edge of the other piece against and in line with the roof line. Mark the slope on the vertical piece and cut along that line. Use it as a pattern to mark and cut the ends of all other panels required for this side of the gable end. Make another pattern for the other side of the gable. KAYCAJV " 25 1': :Ky,':r - 1 3'•.: ... vi 1 f H:: `,v* 1." y,% b•tiJ k',_ •;•, L ;; LS .l Y! 11 IIIIEO III 1 111 loll 111 1 111 1 1 11 1 1 O 11 1 IN 1 1 1 Niglio 1n 1 11 1 10 11 1111111 1111G Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. fascia Installing trim - Option A When fascia is applied without exposed nailing. With open eave: Secure F-channel to the exterior of the fascia with the top leg resting against the bottom of the board. Secure F-channel on wall, level with the F-channel on the fascia. With closed eave: Use a J-channel in place of the F-channel at the wall. Secure all channels every 12" on center, in center of nail slots. a.jrr nur fascia i, I Installing trim - Option B ' in)l When soffit only is applied, or when fascia panel is secured to underside 112563 of wood fascia. With open eave: Secure F-channel to the wall and to the inside of the fascia board, level with each other. Cut out back of channel to fit around rafters, if needed. With closed eave: Substitute J-channels for the F-channels. Secure all channels in the center of the nail slots, 12" on center. Installing soffit 1. Measure the distance between the inside of the inside and outside trims. Allow 1/4" per side for expansion and cut the panels to length. Insert panels into trims. For eaves over 18" in width, you will need to install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. 3. When fascia panel is not being applied, use an F-channel or J-channel at corners of the overhang to properly finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square both illustrated). Both methods are made with J-channel or H-channel. Option A ehanr•,el f-channe! sofcit v;all Option B Diagonal trim use Straight trim use J-:h2'::2Lti H-rharret 1, 26 KAYCAN- fl%y- : yy !,3F% 'f 2 T_ - acV •. }'., ty- _: •jyi ir _ !' '.. - _2M''i i ''- iriirL,'-t i"1-:.. _ _ `T`b r.. _ i. _T%. if>:_. - F'i' C 2 j 1' - _ t_ t'_ 11111111I1111 111 ll oil 111111 III IIIIG11111 111 Bill 1 1 1111111 1111111 1 111 1111111 1 11 1 I 1 111010111111311 Installing soffit and fascia Installing fascia 1. Install an undersill trim at the top of the fascia board. 2. Measure distance from the bottom of the F-channel to the top of the undersill trim, and then subtract 114" for clearance. Cut panel to width. 3. Perforate the cut edge using snap -lock punch approximately every 8", ensuring the tabs" face outward. 4. Hook the leg of the fascia panel over the F-channel, and snap the tabs into the undersill trim. If soffit is not being installed, hook the fascia directly over the fascia board. An alternative to snap -lock punch attachment is to slide the top of the fascia behind metal drip -edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 1 112" tab to be inserted into overlapping panel. 2. Overlap 314" (half the distance of the notch). Capping fascia To make corner caps, cut a piece of vinyl fascia that is 5112" long. 1. Mark the vertical centerline on the back of the piece. 2. Cut a 90° section of the bottom Flange from the center, leaving a 450 angle on either side. 3. Use a hand seamer or metal straightedge to fold fascia piece along vertical centerline to make a right-angled corner. 4. Using a snap -lock punch, make tabs just below the top edge of the corner cap, making sure that tabs face outward. Install comer cap by locking the bottom over the existing F-channel and snapping the top edge into the undersill trim. undemill vim U. f2SCia ipanelmma; aid' fascca 1/2' F•channel Fascia installation y — t'4" overlap notch Fascia overlapping 90, snap-lc k purch each side a Fascia capping KAYCAN'" 27 42 il MSG y: izs' Sc µI.• y- 1 111 HIM 1 191111 110 111 11 1 IC 11 11111101111111111 loll 1101111 11 1111 11111 11 IIIIN#Wme GICI Vinyl skirting installation Here' s everything you'll need to add that finishing touch to any foundation. KAYCAN Vinyl Skirting is engineered to fit together precisely, for a professional installation every time. Installation is quick and easy Before you begin your skirting installation, you will need to gather a few household tools: Hammer, chalk line, tape measure, tin snips or aviation snips, and plumb bob. 1. Install the vinyl ground channel directly under the outside edge of your home, using galvanized nails. Use a plumb bob to determine exact location. 3. To go around corners, bend the back skirting trim at the corners of the home and continue nailing. Do not cut. 5. Snap the front skirting trim into place to hold panels securely. To form corners, do not cut the panels, notch and bend the panels. Follow the special guidelines shown in illustrations 6a and 6b to finish the skirting trim at the comers. 2. Install the back skirting trim. Snap a chalk line at the bottom of your home to mark the position for the back skirting trim. Nail the trim pieces to the home using the nail slots. Make sure you place the nail in the center of the slot and do not hammer tightly. 4. Measure the skirting panels to the proper height, subtracting 1/ 4" for expansion. Cut the panels to size, using tin snips. Slide panels over the back skirting trim and into the vinyl ground channel, interlocking the panels as you install them. To form comers, bend but do not cut the panels. 6. a) Cutting outside corners. Determine the location of the corner and cut a 5118" section from the top edge of the spring lock. In the center, cut a "V" 3/4" deep and 1 1/8" wide at the top edge, and a small "V" cut at the bottom. Bend the front skirting trim and snap it into the corner. UW- 14-mhs" P. J=46. 6. b) Cutting inside corner. To cut the front skirting trim for inside corners, cut out a 1" or 2" tab in the top edge of the spring lock and make a small "V" cut through the bottom lip. Bend and snap the trim piece into place. 28 KAYCANT" 4 e rio 1e 1ee 15111110111 1 1 so e u 1 1 11 ON eeecall eIII title a NINE, nesaeeuue a oileeee Nitro e1e111eeee9e1 Cleaning The beauty of vinyl siding is maintained with little effort. Vinyl siding cleanup Although vinyl siding will get dirty, like anything exposed to the atmosphere, a heavy rain will do wonders in cleaning it. Or, it's possible to wash it down with an ordinary garden hose. If neither rain nor hosing does a satisfactory job, follow these simple instructions: 1. Use an ordinary, long -handled car washing brush. This brush has soft bristles, and the handle fastens onto the end of the hose. It allows the siding to be washed just like a car. Avoid using stiff bristle brushes or abrasive cleaners, which may change the gloss of the cleaned area and cause the siding to look spotty. 2. To remove soot and grime found in industrial areas, wipe down the siding with a solution made up of the following: a. 1/3 cup powdered detergent (e.g., Tide®, or equivalent powder detergent)' b. 2/3 cup powdered household cleaner (e.g., Spic & Span®, or equivalent)' c. 1 gallon water. 3. If mildew is a problem, use the solution previously mentioned, but add 1 quart liquid laundry bleach. 4. When washing down your entire house, start at the bottom and work up to the top in order to prevent streaking. For stubborn stains, refer to the Stain Cleaners below. Stain cleaners** Bubble Gum: Fantastic®, Murphy's Oil Soap®, or solution of vinegar (30 percent) and water (70 percent) Crayon: Lestoil® DAP (Oil -based caulk) Fantastic® Felt- tip Pen: Fantastic® or water -based cleaners Grass: Fantastic®, Lysol®, Murphy's Oil Soap®, or Windex® Lipstick: Fantastic® or Murphy's Oil Soap® Lithium Grease: Fantastic®, Lestoil®, Murphy's Oil Soap®, or Windex® Mold and Mildew: Fantastic® or solution of vinegar (30 percent) and water (70 percent) Motor Oil: Fantastic®, Lysol®, Murphy's Oil Soap®, or Windex® Oil Soft Scrub® Paint Brillo® Pad or Soft Scrub® Pencil: Soft Scrub® Rust: Fantastic®, Murphy's Oil Soap®, or Windex® Tar: Soft Scrub® Top Soil: Fantastic®, Lestoil®, or Murphy's Oil Soap® Cleaning materials are listed in alphabetical order. KAYCAN does not endorse proprietary products or processes and makes no warranties for the products referenced herein. Reference to proprietary names is for illustrative purposes only and is not intended to imply that there are not equally effective alternatives. KAYCAJV " 29 KAYCAN TM KAY-EIG07 www.kayr,an.com All company names and product names are trademarks or registered trademarks of KAYCAN. 2007 KAYCAN. All rights reserved. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 46 33—PLASTIC SIDING REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 EVALUATION SUBJECT: ICC ICC ICC C PMG LISTED Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council FE 5il WSSPC) Award in Excellence" A Subsidiary of cuoECOUNni- ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not s"c:s' " specifically addressed, nor are thev to be construed as an endorsement of the subject of the report or a t recommendation for its use. There is no wan•anty by ICC Evahtation Set -vice, LLC, express or implied, as GOAUA—Rwd F V n to any finding or other matter in this report, or as to any product covered by the report. ^Muct Cuffrum WM Copyright © 2015 ICC-ES Evaluation Report ESR-1495* Reissued November 2014 This report is subject to renewal November 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 33—Plastic Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 802) 848-7010 www.kaycan.com joe.lundine@kpproducts.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: 2015, 2012, 2009, and 2006 International Building Code® (IBC) 2015, 2012, 2009, and 2006 International Residential Code® (IRC) Properties evaluated: Exterior veneer Wind load resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof eaves soffits). 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements of ASTM D3679. The siding is used as an exterior wall covering over solid sheathing and as soffit. The siding has a plain- or wood - grain texture and is available in various colors with matching trim, comers, and starter strips. The panels are a minimum of 0.040 inch (1 mm) thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). Panels are formed with an upper edge having nail slots and a lower edge that hooks into the upper edge of the lower course. The siding is produced in different profiles as described in Table 1 of this report. 4.0 INSTALLATION 4.1 General: Installation of the siding, including the panels, corners, starter strips, trim and other accessory items, must be in accordance with the manufacturer's published installation instructions, the applicable code and this report. In the event of a conflict between the manufacturer's published installation instructions and this report, this report must govern. A copy of the manufacturer's published installation instructions must be on the jobsite at all times during installation. Solid sheathing and a water -resistive barrier must be provided behind the siding, as required by the applicable code. The allowable wind loads are as noted in the prescriptive requirements of the applicable code. See Section 4.2 for applications in excess of the prescriptive requirements or where the applicable code does not provide prescriptive requirements. 4.2 Wind Resistance: 4.2.1 General: The design wind pressure must be determined in accordance with the requirements of Chapter 16 of the IBC or Section R301.2.1.1 of the IRC, as applicable, and must not exceed 70 psf, subject to the conditions in Sections 4.2.2 and 4.2.3 of this report. Wind resistance of soffit panels is outside the scope of this report. 4.2.2 IBC: For buildings constructed under the requirements of the IBC, vinyl siding must be installed as described in 2015, 2012, and 2009 IBC Section 1405.14, 2006 IBC Section 1405.13, and Section 4.1 of this report, over sheathings or materials addressed in IBC Section 2304.6 that are capable of independently resisting both positive and negative wind pressures occurring under design conditions at the building location. The sheathing must be capable of withstanding the indicated negative load, or greater. Positive wind pressures are not considered for the siding, since the sheathing must be capable of supporting the imposed loads, including but not limited to, positive and negative transverse wind pressures. Should the basic wind speed at the building location exceed the conditions provided for in 2015, 2012, and 2009 IBC Section 1405.14 and 2006 IBC Section 1405.13, installation must be in accordance with Section 4.2.5 of this report. 4.2.3 IRC: For buildings constructed in accordance with the 2015, 2012, and 2009 IRC, the sidings must be Revised August 2015 ICC-ES Evaluation Reports are not to be eomtrued ac representing amthetics or am other attributes not specifically addressed, nor are firer• to be construed as an endorsement ofthe.subject of the report or a recommendation for its use. There is no rrarranh• ht- ICC Evaluation Service. LLC, cxprecs or• implied. as to ant - finding or other natter in this report. or as to am product covered by the report mm:a Copyright © 2015 Page 1 of 3 ESR-1495 I Most Widely Accepted and Trusted Page 2 of 3 installed as described in Sections 4.1 and in accordance 5.0 CONDITIONS OF USE with one of the following conditions: 1. For the 2015 IRC, installation over sheathing other than foam plastic sheathing, in applications where the building's mean roof height and ultimate wind speed Figure R301.2(4)A] are in accordance with Table R703.3.1, sheathing must be as required by Table R703.3(1) of the IRC. Should any of these conditions not be met, installation must be in accordance Section 4.2.5 of this report. 2. For the 2012, 2009 and 2006 IRC, installation over sheathing other than foam plastic sheathing, in applications where the building's mean roof height does not exceed 30 feet and the basic wind speed Figure R301.2(4)A] is less than 110 mph (49 m/s) in Exposure B, and does not exceed 90 mph (40 m/s) in Exposure C or 85 mph (37 m/s) in Exposure D, sheathing must be as required by Table R703.4 of the IRC. Should any of these conditions not be met, installation must be in accordance Section 4.2.5 of this report. 3. For installation over foam plastic sheathing, the siding must be installed in accordance with Section R703.11.2 of the 2015, 2012, and 2009 IRC. 4.2.4 Negative Wind Pressures: Allowable negative wind pressures for siding installed over sheathing materials not addressed in Sections 4.2.2 or 4.2.3 are outside the scope of this report. 4.2.5 Applications in Excess of Prescriptive Requirements: For applications in excess of the prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) when attached to a code -complying, minimum 3/e-inch-thick 10 mm), structural -rated OSB sheathing. The siding must be attached with 11/2-inch-long (38 mm), 3/8-inch-diameter- head (10 mm), 1/e-inch-diameter-shank (3 mm), corrosion - resistant roofing nails spaced 6 inches (152 mm) on center. The structural sheathing and framing to which the siding is attached are outside the scope of this report. The Kaycan PVC Siding described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The siding is limited to installations on buildings of Type V-B (IBC) construction, and to construction permitted by the IRC, as applicable. 5.2 The exterior walls must be braced or sheathed to resist racking loads with approved materials in accordance with of the applicable code. 5.3 The siding must be installed only on exterior walls over solid sheathing capable of resisting design wind pressures both positive and negative. The sheathing must be covered with a water -resistive barrier, as required by the applicable code. 5.4 The siding is manufactured in Richford, Vermont, and Cowansville, Quebec, Canada under a quality -control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Vinyl Siding (AC37), dated February 2014, (editorially revised July 2015). 7.0 IDENTIFICATION The Kaycan PVC Siding described in this report must be identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statement "Conforms to ASTM specification D3679," and the evaluation report number (ESR-1495). ESR-1495 I Most Widely Accepted and Trusted Page 3 of 3 TABLE 1—KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Batten Single 7 inch Vertical 10' - 0" D-4 Avanti Double 4 inch Horizontal Dutch Lap 12'- 6" D-4 Marquis Double 4 inch Horizontal 12'- 6" D-5 Contessa Double 5 inch Horizontal 12'- 0" D-5 Elegance Double 5 inch Horizontal Dutch Lap 12'- 0" D-5 Vertical Double 5 inch Vertical 10' - 0" Lewiston Double 4.5 inch Horizontal 12'- 0" Newport Single 02 inch Horizontal 10' - 0" Ocean Park Bevel Double 4.5 inch Horizontal 12'- 0" Ocean Park Cove Double 4.5 inch Horizontal 12'- 0" Platinum Series D-4 Double 4 inch Horizontal 12'- 6" Platinum Series D-4 Dutch Lap Double 4 inch Horizontal Dutch Lap 12'- 6" Platinum Series T-3 Triple 3 inch Horizontal 12'- 0" Prova' Double 4.5 inch Horizontal 12'- 0" Sierra Double 4.5 Horizontal 12'- 0" T-3 Classic Triple 3 inch Horizontal Dutch Lap 12'- 0" T-3 Horizontal Triple 3 inch Horizontal 12'- 0" Vented 8" Double 4 inch Perforated Soffit 12'- 0" Vented 10" Double 5 inch Perforated Soffit 12'- 0" Solid 10" Double 5 inch Solid Soffit 12'- 0" Center Vented 12"/Solid 12" Triple 4 inch Partially Perforated Soffit 12' - 6" Vented 16" Quadruple 4 inch Perforated Soffit 12'- 0" Solid 16" Quadruple 4 inch Solid Soffit 12'- 0" For SI: 1 inch = 25.4 mm. Product manufactured only at the Richmond, Vermont facility. ICC-ES Evaluation Report ESR-1495 FBC Supplement` Reissued November 2014 This report is subject to renewal November 2016. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 33—Plastic Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 802) 848-7010 www.kaycan.com joe.lundine@kpproducts.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Kaycan PVC Siding, recognized in ICC-ES master report ESR-1495, has also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 Florida Building Code —Building (FBC-B) 2014 Florida Building Code —Residential (FBC-R) 2.0 CONCLUSIONS The Kaycan PVC Siding, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1495, complies with the FBC-B and the FBC-R, provided the design and installation are in accordance with the Intemational Building Code® provisions noted in the master report and the following conditions apply: Design wind loads must be based on Section 1609 of the FBC-B or Section 301.2.1.1 of the FBC-R, as applicable. When using Section 1609 of the FBC-B or ASCE 7-10, the wind load calculated is allowed to be multiplied by 0.6 when comparing to the allowable negative wind load in Section 4.2 of the master report. Prescriptive installation is allowed in buildings constructed to the FBC-B in locations noted in Section 1405.14 of the FBC-B, and must comply with Section 1405.14.1 of the FBC-B. Prescriptive installation is limited to buildings constructed to the FBC-R in locations where wind pressures do not exceed 50 psf. Prescriptive installation must comply with Section 703.4 of the FBC-R. Installation of horizontal siding profiles over foam sheathing is permitted only under the FBC-R. The allowable wind pressure shown in Section 4.2 of the master report must be adjusted based on wall assembly construction, in accordance with Section R703.11.2.2 of the FBC-R. Clearance between exterior wall coverings and final earth grade must meet the requirements of Section 1403.8 of the FBC-B and Section R318.7 of the FBC-R. For products falling under Florida Rule 9N-3, verification that the report holder's quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued November 2014 and revised August 2015. Revised August 2015 ICC-ES Evaluation Reports are not to be construed as representing ae whetics a• ap• other attributes not specijictdly addressed. nor are they to be consumed masanendorsementofthesubjectofthereportorarecommendationforitsuse. There is no warranty br ICC Evaluation Sen•ice. LLC, express or• implied. us jg to atwfinding or other matter in this report, or as to aq• product covered by the report. -- Copyright 0 2015 Page 1 of 1 Schindler Elevator Corporation Weiler Construction, Inc. 4490 Alternate 19 Suite 101 Palm Harbor, FL 34683 PROJECT: Onella Condominiums OUR JOB NO: K2744 WE ARE SENDING BY: MESSENGER U.S. MAIL UPS AIRBORNE X EMAIL COPIES EACH 1 1 I 1 Idam Pm Inc), of S'01-A!I'I II April 12, 2016 THE FOLLOWING: X SHOP DRAWINGS X SAMPLES X 3300 BROCHURE WILSONART PLASTIC LAMINATE BROCHURE CERTIFICATE SUBCONTRACT PRINTS BAKED ENAMEL BROCHURE X DESIGN & FINISH CONFIRMATION LTR X POWER DATA TITLE OR DESCRiPrION Design & Finish Confirmation Letter Layout Drawings K2744 Pages I thru 5 Power Data 3300 Brochure NOTES: ALL FOR APPROVAL. Mauttfacturing cannot begin tmtil all approvals and color selections are re(urned by 4/26/16 CC: Danielle Duval Lawrence Hilliard, Jr. WHICH ARE: FOR YOUR APPROVAL APPROVED APPROVED AS NOTED DISAPPROVED FOR RESUBMITTAL FOR REVIEW & COMMENT FOR YOUR USE FOR YOUR INFORMATION FOR REVIEW Schindler Elevator Corporation Schindler Elevator Corporation SCHINDLRR ELEVATOR CORPORATION Date: April 11, 2016 VOELLER CONSTRUCTION, INC. 4490 ALTERNATE 19 STE 101 - PALM HARBOR, FL 34683 Schindler Project: Onella Condominiums Offer: 6830-N-0200366300 Dear Cliff Dobson : Thank you for choosing Schindler for your vertical transportation needs! We are looking forward to working with you and the rest of your team towards a successful project. We are currently working to prepare submittals for your approval. Please make note of the team that is assigned to your project. PROJECT MANAGER: Danielle Duval, 813-313-1955 PROJECT SUPERINTENDENT: Scott Ingersoll, 214-288-3469 Please be advised, the following items are required in order to begin fabricating the material for your project: Approved submittals inclusive of power data, shop drawings, design and finishes Fully executed contract Payment of open invoice(s) Field verification of critical dimensions The current lead-time for the elevator(s) is approximately JQ weeks after the receipt of the above information. Prior to site delivery and to ensure a smooth installation, the following job site conditions need to be met: a Hoistway free of debris, per shop drawings, topped out and dried in Machine room or machine space per shop drawings 3-phase, 60Hz power to control location(s); 220v and 110v within 50' of the hoistway Hoistway Lighting (Pit and Overhead Lighting) OSHA compliant barricades Uninterrupted access to and use of hoistway and machine room Rollable (paved or planked) access and safe, dry securable storage area Temporary wooden work deck installed at top landing Should elevator storage be required, Schindler will store your elevator in a bonded 3rd party storage facility for you at no charge for up to two (2) weeks. In the event the jobsite is not ready, and if the storage of the elevator equipment exceeds this two (2) week period, you agree to pay the storage cost of 100 Per Day per equipment. The hub will store the material for up to 90 days. if the site is not ready past the 90 day period, we will be required to deliver to the project site and charge a $3,500 remobilization fee if equipment installation cannot be scheduled at that time. A formal change notice must be processed for all storage fees prior to delivery to the project site. You agree to pay any other increase in cost resulting from delays in construction. We appreciate your business and look forward to a successful and on time project. Please do not hesitate to contact us, should you have any questions. Sincerely, Danielle Duval Sales Representative Schindler Elevator Corporation 813) 313-1955 Visit our website at www.us.schindler.com Schindler Elevator Corporation VOELLER CONSTRUCTION, INC. 4490 ALTERNATE 19 STE 101 PALM HARBOR, FL 34683 Contact- Danielle Duval Telephone 8133131955 Fax 8138887785 E-mail Danielle. Duval@US. Schindler. corn Date 4/11/2016 Subject Design & Finishes Confirmation Dear Cliff Dobson: Opponunily Number: 0200366300 Project: Onella Condominiums 19816 Gulf Blvd Indian Shores, FL 33785 Schindler Elevator Corporation would like to thank you for the opportunity to work with VOELLER CONSTRUCTION, INC. on this project. Enclosed you will find submittal #1 for your review and approval, which includes 6 copies of the following drawings and brochures. General layout #K2744 Sheet(s) 1-5 Sub 0 dated 4/7/2016 Power Data Sheets Schindler 3300 Deco Brochure NOTE: Please visit the Schindler 3300 showroom at www.schindler3300na.com to find the following: Capabilities & design brochures, installation checklist, layout data and entrance details are located under Resources" Cab configurator, power calculator and Schindler Draw and Spec are located under "Design Tools" Please return this completed submittal along with two (2) complete sets of approved drawings by April 26, 2016. NOTE: Manufacturing cannot begin until this submittal is returned. Please feel free to call me if you have any questions regarding this submittal. Respectfully submitted, Schindler Elevator Corporation Danielle Duval Sales Representative Schindler Elevator Corporation VOELLER CONSTRUCTION, INC. 4490 ALTERNATE 19 STE 101 PALM HARBOR, FL 34683 Contact: Danielle Duval Telephone 8133131955 Fax 8138887785 E-mail Danielle.Duva[@US.Schindler.com Page 1 of 6 Dale 4/11/2016 subject Design & Finishes Confirmation Opportunity Number 0200366300 Project: Onella Condominiums 19816 Gulf Blvd Indian Shores, FL 33785 Please return this completed submittal along with two (2) complete sets of approved drawings by April 26, 2016. Simply confirm by initialing on the line to the right of each Design & Finish statement. NOTE: Manufacturing cannot begin until this submittal is returned. Schindler's 3300 showroom at www.schindler3300na.com provides an easy -to -use cab configurator to finalize the finished features of your cab. If you use the configurator, please return the results with this submitted. 1 Power supply to be 208 volts - 3 phase, 60 cycles. Enclosed you will find a copy of our power data for review and approval by your electrical engineer and electrical contractor. Confirm 2 Floor markings for car station, car position indicator and Braille plates will be 1, 1R, 2. 2R, 3, 3R, 4, 4R, 5, 5R. 6, 6R. Available floor markings are A, B, C, E, F, G, H, I, J, L, M, O, P, R, S, U. UL, LL, PH, SS, RC 4, -3, -2, -1, 0, 1, 2 ,3, 4, 5, 6, 7, 8 1 R, 2R, 3R, 4R 2A, 3A, 4A 28, 313, 46 P1, 0, i1, *L, *S, *LL Confirm If you prefer alternate markings, please note your desired selections Subject Design & Finishes Confirmation for Opportunity Number 0200366300 Page Page 2 of 6 Late 4/11/2016 3 Main egress floor to be 1. If you would prefer an alternate main egress, please note your desired selection NOTE: Where local code requires, an asterisk will be provided to designate the main egress floor adjacent to the floor marking. The following markings are available with the floor marking and asterisk on the same plate: *0,*1, *2, *L and *LL. (see example). t All other main egress markings will require use of the adjacent blank (see example). Confirmi 4 Firefighter's emergency return feature is included with smoke sensors by others. i The primary return floor will be 1. The alternate return floor will be 2. if you prefer an alternate return floor(s) please note Confirm 5 Hoistway entrances to be as follows: Car 1: Front, Tv;o Speed Side Opening, Left hand door opening. Car 1: Rear, Two Speed Side Opening, Right hand door Door Size: 42" wide x 84" high. Examples of Typical Configurations: (Center Opening not available on 2100 lb car) I Lch Hand OUco" Oenter Opens] R-I;N {I.nd Op--3 Confirm Subject Design 8, Finishes Confirmation for Opportunity Number 0200366300 Page Page 3 of 6 Date 4/11/2016 Hoist beam(s) at top of elevator hoistway to be located as per Schindler layout drawings with a minimum rated capacity of 7500 Ibs and clearly labeled with this capacity. Hoistway width = 8' 6" If not accurate change ,o 2 Hoistway depth = 7' 7.625" if not accurate change to Hoistway overhead = 12' 8" If not accurate change to _ Y-'M Pit depth = 5' 0" if not accurate change to Travel = 50' 8" I, not accurate change to Y-r :- Hoistway entrances including, doors and jambs finish vAll be: 12 Painted Door(s) 3 °mphis Grey — (P419) Edmonton White — (081) ibnlreal Blue — (P420) Sarasota Yellow — (SW6903) Fiavasu Beige — (E053) Tucson Orange — (SW6886) Napa Burgundy — (E074) Tupelo Taupe Rimer — (E098) Cenver ,vy — (E058) Jacksonville Bronze — (E039) Cleveland Satin — (E035) V L 1 Subject Design & Finishes Confirmation for Opportunity Number 0200366300 Page Page 4 of 6 Date 4i11/2016 8 Cab type is standard Schindler 3300. Cab walls to be laminated : Refer to Schindler Standard Plastic Laminate Finishes brochure. Confirm 9 Cab ceiling to be - Painted. Q confirm 10 Handrails to be - Brushed Aluminum. Confirm 11 Cab doors to be Stainless Steel #4. Ye t Confirm 12 Cab front return and transom to be Stainless Steel #4. Confirm 13 Sills to be aluminum. Platform recess to be 3/8" (10 mm). Additional cab weight including floor NOT to exceed 2,600 lbs. 1 Acknowledge9 subject Design & Finishes Confirmation for Opportunity Number 0200366300 Page Page 5 of 6 Date 4/11/2016 Please confirm/acknowledge each of the items requested and approve the enclosed drawings. Then return the form and the approved drawings to me. Please feel free to call me if you have any questions regarding this submittal. Respectfully submitted Schindler Elevator Corporation, Danielle Duval Sales Representative Subject Design & Finishes Confirmation for Opportunity Number 0200366300 Pape Page 6 of 6 Dare 4/11/2016 The following options are available and attractively priced for your consideration. Please note that if these options are selected after these submittals are returned, the pricing listed below will be invalid. By selecting any of these options you agree that the contract price will be adjusted accordingly Please contact your Schindler representative if you have any additional questions. Options Pt•ice Acceptance Upgrade entrances from baked 400.00 per Entrance enamel to stainless steel #4 Upgrade cab walls from plastic 700.00 per Car laminate to stainless steel #4 Upgrade ceiling from baked enamel 400.00 per Entrance to stainless steel #4 Protective pads & hooks 400.00 per Car Retractable steel pit ladder (Based 1,300.00 per Car on 5' 0" Pit Depth) ldr da D Farr, l G BCIS Home I Log In i User Registration Hot Topics ; Submit Surcharge I Stats & Facts Business/') Professional USER: ProdPubliicUproval PERMIT 1 Requlation LiiiL'iailWillaYY2riiilaLlWa Product Approval Menu > Product or ADDlication Search > Apprication List ar Search Criteria Publications FBC Staff I BCIS Site Map Links Search Refine Search Code Version 2014 FL# 16503 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aonlications FL# I Type I Manufacturer I Validated By I Status FL16503-R1 Revision KAYCAN LTD Steven M. Urich, PE Approved History I Category: Panel Walls 717) 932-8500 Subcategory: Soffits Approves Dy UUM. Approvais oy Umnt snap De reviewea ano raoneo oy the rut, ano/or the t.ommission a necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ClJ_ httpsl/ floridabt ildirig.orgtpr/pr app Istaspx 1/1 sl 1 0 1 c BCIS Home Log In ! User Registration Hot Topics Business,-`) Professional (PUSER: PublIiUserApproval Regulation Nrrr.: 6r:irif:liaN4i:iarL' i ciYtl " ' Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16503-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 662) 252-9991 Ext 231 joe.lundine@kpproducts.com Authorized Signature ]ovanovic Alex alex.jovanovic@kpproducts.com Technical Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine@kpproducts.com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine@kpproducts.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert 1. Amoruso, P.E. the Evaluation Report Florida License PE-49752 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16503 R1 COI CI 2241 Revl 415-0229 KavcanSoffit ss.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3679 06a ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16503 R1 Eauiv EER 2241 Revl 415-0229 Kavcan5offit ss.odf httpsJ/floridabuilding.orgtpr/pr_app dU.aspx?param=wGEVXQwIDgvgqu2w%2bnFgUOixYpvH%2bzhslhk0YLmWvw3R8TRo6rgNQ%3d%3d 1/2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/07/2015 Date Validated 06/11/2015 Date Pending FBC Approval 06/16/2015 Date Approved 08/18/2015 Summary of Products F I FL # Model, Number or Name I Description 16503.1 Vinyl/PVC and Aluminum Soffit See Installation Instructions for Product Models included. Limits of Use Installation Instructions Approved for use in HVHZ: No FL16503 R1 II KAY0007 RevA Soffit.odf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions for Design Pressures. FL16503 R1 AE PER 2241 Revl 415- 0229 KavcanSoffit ss.odf Created by Independent Third Party: Yes 9::dk Nix' Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 4S5.275(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 dick here . Product Approval Accepts: c rx CM C1 e httpsJ/floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvggL2w%2bnFgUOixYpvH%2bzhslhk0YurtFvw3R8TRo6rgNQ%3d%3d 2/2 KAYCAN LTD VINYL/PVC AND ALUMINUM SOFFIT - SOLID AND VENTED INSTALLATION ANCHORAGE DETAILS GENERAL NOTES: INSTALLATION NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE 1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. DESIGN PRESSURES SHOWN ON THIS SHEET (SEE TABLE). THESE PRODUCTS WERE TESTED TO ASTM E330-02. STRUCTURAL TEST RESULTS BASED ON ASTM E330-02 WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE. 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE INSTALLATION FASTENER SCHEDULE ON SHEET 3 AND IN INSTALALTION DETAILS ON SHEETS 11. 12,13 AND 14.. 2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE DOCUMENTED AT TWO EAVE WIDTHS. 2.1. FOR EAVE WIDTHS THE SAME AS THE MINIMUM AND MAXIMUM RANGES SHOWN, THE DP FOR THAT EAVE WIDTH 3. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). SHALL APPLY, EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL. 2.2. FOR EAVE WIDTHS LESS THAN THE MINIMUM SHOWN, THE DP AT THE MINIMUM EAVE WIDTH SHALL APPLY. 2.3. FOR EAVE WIDTHS GREATER THAN THE MINIMUM BUT LESS THAN THE MAXIMUM SHOWN, THE DP MAY BE 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS LINEARLY INTERPOLATED. COMPATIBLE WITH THE SUBSTRATE MATERIALS. 2.4. EAVE WIDTHS GREATER THAN THE MAXIMUM EAVE WIDTH SHOWN ARE NOT ALLOWED. 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED FENESTRATION TESTING LABORATORY, INC. TESTING REPORT NO.7367. DATED 611113 AND NO. 7329. DATED 521/13 INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE. MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 5. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY. DAMAGE. CRACKS OR DEFECTS THAT MAY PRECLUDE THE SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS SHALL BE ELIMINATED. 6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S INSTRUCTIONS. 7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT 6. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH 5TH EDITION (2014) FBC. SECTION 1710.9.2. 9. SOFFIT NET FREE AREA IN ACCORDANCE WITH 5TH EDITION (2014) FBC, SECTION 1710.9.1 ARE SHOWN IN THE APPROVED SOFFIT SCHEDULE ON SHEET 2. 10. MATERIALS: 10.1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT IS MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3679. 10.2. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED FROM ALUMINUM ALLOY WITH ASTM EB TESTED TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF 9.66 KSI. 10.3. SEE SHEET 2 FOR SOFFIT SPECIFICATIONS. TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL NOTES AND SPECIFICATIONS 2 APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE 3 INSTALLATION FASTENER SCHEDULE AND SOFFIT PROFILES 4 TO 11 SOFFIT AND ACCESSORY PROFILES 12 SOFFIT INSTALLATION CROSS SECTION 13 WALL SIDE — STAPLE DETAIL 14 WALL SIDE — NAIL DETAIL 15 EAVE/FASCIA SIDE DETAIL DESIGN PRESSURE (PSF) RATING VINYL (PVC) SOFFIT SERIES EAVE DESIGN PRESSURE WIDTH (IN) PSF) 12" TRIPLE 4 SOLID SOFFIT 10 106.7/-33.3 12" TRIPLE 4 VENTED SOFFIT 12" TRIPLE 4 CENTER —VENT SOFFIT 24 93.3/-33.3 12" TRIPLE 4 CENTER—O—VENT SOFFIT 12" TRIPLE 4 FULL—O—VENT SOFFIT 10" DOUBLE 5 SOLID SOFFIT 10 113.3/-46.7 10" DOUBLE 5 VENTED SOFFIT 24 106.7/-40 8" BEADED SOLID SOFFIT 8" BEADED VENTED SOFFIT 10 TO 24 106.7/-40 ALUMINUM SOFFIT SERIES EAVE DESIGN PRESSURE WIDTH (IN) PSF) SP-600 16" SOLID SOFFIT 12 93.3/-40 SP-600 16" VENTED SOFFIT 24 80/-36.7 12" 3 PANEL SOLID SOFFIT 12 106.7/-46.7 12" 3 PANEL VENTED SOFFIT 24 93.3/-40 DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vosd BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETEMINED FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0.6 PER SECTION 1710.9.4 OF THE 5TH EDITION (2014) FBC/SECTION R301.9 OF THE 5TH EDITION (2014) FRC FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE. CD N L) W 0 Ka 6 R000rt J. Ao w. P.E. I'Wift P.E. No. 49762 INSTALLATION FASTENER SCHEDULE Wall Side F-Channel (Trim) Substrate Fastener Embedment Max. Spacing Min. 0.12" Dia. Nail with 3/8" Head Dia. 1-1/4" 24" Wood Three (3) Min. 1" Leg Length x 1/4" Width 3/4" 24" Crown Staples in a Triangular Pattern Concrete or Masonry Min. 0.097" Diameter Hardened T-Nail or StubI 5/8" 24" CMU Block Nail Eave/Fascia Side Substrate Soffit Fastener Embedment Max. Spacing 3/8" Leg Length X 3/8" Width T50 Crown 3/8„ Located In Each Staple Soffit Panel Valle Wood Fascia Ca Fastener Embedment max. Spacing 5d 1-3/4" Long x 0.072" Dia. Trim Nail Stainless 1-3/4" 48" Rob.n J. A-. P E. AcMa P.E. No. 49752 Lt IMIL M 12 TRIPLE 4 SOLID SOFFIT - VINYL DETAIL A 12" TRIPLE 4 CENTER -VENT SOFFIT - VINYL 0.084 0.04 7mi DETAIL A 1 2" TRIPLE 4 VENTED SOFFIT - VINYL R~ J. An w. P.E. F1.11. P.E. N. 49752 0.084 DETAIL A 12" TRIPLE 4 CENTER—O—VENT SOFFIT 0.084 0.04J All DETAIL A 1 2" TRIPLE 4 FULL— 0 —VENT SOFFIT VINYL VINYL z 5 Z > LL OF ^fir 0 5LL a N LL la z u LLd C3oo0"z Z ` i a:l2sK ZI rmc)W di 0o¢ W oW U W 1 L Robed J. AN w. P.E. Florida P.E. No. 49752 04J 10 1-4,75 4.85- L--5.3--J 10" DOUBLE 5 SOLD SOFFIT 04J 10 F4,75 4.857 L--5,3J 5 VI NYL 45 10" DOUBLE 5 VENTED SOFFIT — VINYL a a cn LL ZOACy ui LLO J K o N Z Z < O o>> V Klt Zed Y W = 77 2 WJ o' Rohn J Ar—w. P.E. Florida P.E. No. 49752 Z > o aq Z- z; W n ;F O O Q LL t R Zswo iDo 2020U. MIR0O 0 LC I MIL L R.bon J. A-... P.E. Fk.W. P.E. No 49752 8" BEADED SOLID SOFFIT - VINYL 156 DETAIL F DETAIL G E —i SECT, E-E 8" BEADED VENTED SOFFIT - VINYL N N H w w a a C. Z-> W"oct moo0 owZz LU o— U < LU Um y Ilk I I; NDMN J. Annruw. P E. FkxWa P.E. NO 49752 5j- 16.6 15j" 5j" 5j" T 0.350 LOCI LaiUUT SP-600 16" SOLID SOFFIT - ALUMINUM 000 000 000 000 000 000 ooa aoa aoo o0o o0o 000 000 aoa 000 00o o00 000 000 aoa 000 00o o00 000 ooa aoo 000 oao 000 000 0 o a a o 0 0 0 0 16.6- 15j" 5j" 5j" — T 0.350 LOCI La,GUT V 5j„ SP-600 16" VENTED SOFFIT - ALUMINUM NN OL F W Owa 82 f:Zmz s a cn 3t w n 1= LL p U. K LL O 1 HNJ5p go z o- w.>e a ZO Q y Uio Robon J. An so. P.E. FIwWa RE No. 49752 LL OA 9 of 13.0 12.0 3g.. 0.6 12" 3 PANEL SOLID 7 3so SOFFIT — ALUMINUM Liii_I, LA.(II iT 0.6 000 0 a o0o 0°0 000 0°0o° 0° 00° oao ao 00° 0 00 a° 0°a a a°a o° o°a 0 0 o a o 0 0 0 0 13.000 12.0 12" 3 PANEL VENTED 0.35 Lu.I. LA GUT T 0 L SOFFIT — ALUMINUM 0) NN Uw OKn o Fz S2 LL LL 0 2 O N JCSmwW g ZW r2o2> x w ZON wUW N 1 y Z HoWrl J. Aro w. P.E. Florka P.E. No. 49752 0 F'Z SOFFIT F-CHANNEL/TRIM ALUMINUM R0, 5 SOFFIT F-CHANNEL/TRIM VI NYL 4" FASCIA SMOOTH ALUMINUM Robe" J. A—. P.E. FWkl. P.E. No. 49752 N 5 N ROOF TRUSS W oR n SOFFITa. DRIP EDGE ` FASCIA BOARD FASCIA TRIM so 3y a ss W n O t2 vi O 0szF 0 cc Z Z FASCIA -SIDE DETAIL W = a: 07 OZ WALL -SIDE DETAIL LL El 2X WOOD FRAMING WITH 7/16" MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE ROOF/ WALL INTERFACE DETAIL WOOD OR MASONRY/CONCRETE SUSBTRATE RoWrl J.A m .RE FI,W. P.E. No. 49752 THREE (3) MIN. 3/4" LEG LENGTH X 1/4" WIDTH CROWN STAPLES IN A TRIANGULAR PATTERN 24" ON CENTER FOR WOOD SUBTRATE. SEE PATTERN DEFINITION BELOW. SOFFIT F-CHANNEL 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 3/8" MAX. BETWEEN STAPLES 3/8" BETWEEN STAPLES WALL SIDE - STAPLE DETAIL WOOD SUSBTRATE 2X WOOD FRAMING WITH 7/16" MINIMUM PLYWOOD/OSB SHEATHING 3 Nus I 1 1 LL U w oR 0 r n E w z roa y W O n C W f/1 J r o8o0°d i z V 0 K Z o M.2- U_ Z RoEM J. Aa so. P.E. RoMa P.E. No. 45752 MIN. 3/8" HEAD DIA. NAIL WITH 1-1/4" EMBEDMENT 24" ON CENTER FOR WOOD SUBTRATE OR MIN. 0.097" DIAMETER T-NAIL OR STUB NAIL WITH 5/8" ENGAGEMENT 24" ON CENTER FOR CONCRETE/MASONRY SOFFIT F-CHANNEL 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP WALL SIDE - NAIL DETAIL WOOD OR MASONRY/CONCRETE SUSBTRATE 2X WOOD FRAMING WITH 7/16" MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE CD N w a P.b.d J. A--. P.E. Florida P.E. No. 49752 BOARD FASCIA TRIM G LENGTH X 3/8" WIDTH TOWN STAPLE LOCATED IN EACH T PANEL VALLEY NG X 0.072" DIA. TRIM NAIL STAINLESS STEEL 48" ON CENTER EAVE/FASCIA SIDE DETAIL WOOD OR MASONRY/CONCRETE SUSBTRATE RoEM J A-. I.E. Florin P.E. No. 41752 FZ 1 Product Evaluation Report Date: June 7, 2015 Report #: 2241 Report Revision No.: 1 Project #: 415-0229 Product Mfg.: Kaycan Ltd. 1 Memorial Drive Richford, VT 05476 Product Description: Kaycan Vinyl/PVC and Aluminum Soffit Product Category: Panel Walls Product Sub -Category: Soffits Compliance Method: Product Approval Rule 61G20-3.005(1)(d) — Product Evaluation Report by a Licensed Professional Engineer Prepared By: Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC P.O. Box 520775 — Longwood, Florida 37252 Phone:321-690-1788 Fax:321-690-1789 FBPE Certification of Authorization No. 25935 1jpMES ""-"., q40 ., Digitally signed by Robert N sF•.:96, : J. Amoruso DN: cn=Robert J. N 49752 ;o Amoruso, o, ou=PTC Product Design Group, 1 : STA E OF email=robert@ptc- cu? T'•• P,: . o o corp.com, c=US s,,1 N11 Date: 2015.06.07 09:56:37 1`` 04'00' Evaluated by: Robert J. Amoruso, P.E. Florida PE License No. 49752 Project No. 415-0229 Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 2241, Rev.1 Page 1 of 6 SCOPE Evaluate Kaycan Vinyl/PVC and Aluminum Soffit for conformance to the 5th Edition (2014) Florida Building Code and 5th Edition (2014) Florida Residential Code excluding the High Velocity Hurricane Zone (HVHZ). CODE CONFORMANCE. The 5th Edition (2014) Florida Building Code (FBC) and 5th Edition (2014) Florida Residential Code (FRC) requirements specific to this product that have been met by testing (Reference 2), engineering evaluation (this document) and engineering analysis (Reference 3) are the following. Sth Edition (2014) Florida Building Code (FBC), Building Volume o 1609.1 Applications All exterior coverings and soffits shall be capable of resisting the design pressures specified got components and cladding in accordance with Section 1609.1.1. Manufactured soffits shall be labeled in accordance with Section 1710.9 of this code. o 1710.9 Soffit 1710.9.1 Product Approval Product approval required. Net free area included in product approval documents. 1710.9.2 Labels 1710.9.3 Label Information 1710.9.4Installation Manufactured soffits shall be tested at 1.5 times the design pressure. The design pressures, as determined from ASCE 7, are permitted to be multiplied by 0.6. 0 1404.9 Vinyl Siding Shall be certified and labeled as conforming to the requirements of ASTM D3679 0 1404.13 Manufactured soffit materials and systems shall be labeled in accordance with the provisions of Section 1710.9. 0 1406.2 Combustible Wall Coverings Plastics complying with Chapter 26. 0 2605.2 Plastic Veneer — Exterior use Plastics complying with Section 2606.4 o 2606.4 Specifications ASTM D1929, Self -Ignition Temp > 6507 (343'C) Per Reference 2.b and 2.c this is met. ASTM D2843, Smoke Density < 75 Per Reference 2.b and 2.c this is met. ASTM D635, Class CC-1 or CC-2 Per Reference 2.b and 2.c this is met. 5th Edition (2014) Florida Building Code (FBC), Residential Volume o R301.9 All exterior coverings and soffits shall be capable of resisting the design pressures specified got components and cladding in accordance with Table R301.2(2) as modified by Table R301.2(3). Manufactured soffits shall be tested at 1.5 times the design pressure. Design pressure testing satisfies this requirement. See section 1710.9.4. PTC Product Design Group, LLC Project No. 415-0229 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2241, Rev. 1 Page 2 of 6 FBPE Certification of Authorization No. 25935 All testing at 1.5 times the design pressure shown on the installation drawings. o R703.1.3 Load Resistance All exterior walls, wall coverings and soffits shall be capable of resisting the design pressures in Table R301.2(2). Design pressure testing satisfies this requirement. See section 1710.9.4. o R703.11 Vinyl Siding R703.11: Labeled as conforming to ASTM D3679 R703.11.1: Installation per manufacturer's installation instructions. PTC Product Design Group, LLC P.O. Box 520775 — Longwood, Florida 37252 Phone:321-690-1788 Fax:321-690-1789 FBPE Certification of Authorization No. 25935 Project No. 415-0229 Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 2241, Rev. 1 Page 3 of 6 iwdLw In accordance with the 5th Edition (2014) FBC, Section 2605.2(1), Plastic Veneer - Exterior Use shall comply with Section 2606.4 as follows for Vinyl Soffit. In accordance with the 5th Edition (2014) FBC, Section 1404.9, Vinyl Siding and Soffit shall comply with the requirements of ASTM D3679 as follows. In accordance with the 5th Edition (2014) FRC, Section R703.11, Vinyl Siding shall comply with the requirements of ASTM D3679 as follows. Tensile testing was conducted for the aluminum soffit in accordance with ASTM E8 to ascertain product minimum strength properties. u en 00 tn O Test Standard A tn C A A o G N r Q' Q Q Q Acceptance Criteria Tensile Self- Smoke Class P/F N/A est Density Ignition C-1 or None - not code required. Test Variation Temp Test Report Report Product 10% 75 650OF C-2 Date ATI 55983.01- 1/3/2006 Vinyl Soffit Passed Tested u 5 3.8 9270F C-1 N/A 106-18 maxmax maxax ATI Aluminum 55982.03- 4/26/2005 N/A N/A N/A N/A N/A N/A Min Fty = 9.86 ksi Min Ftu =21 ksi Soffit 122-18 PTC Product Design Group, LLC Project No. 415-0229 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2241, Rev.1 Page 4 of 6 FBPE Certification of Authorization No. 25935 Design Pressure Ratings reported in Reference 1.a are based on Structural Test Pressure determined by testing References 2.a and 2.b) to ASTM E330-02 in a manner simulating soffit installation shown in Reference La divided by 1.5 in accordance with 5th Edition (2014) FBC, Section 1710.9.4 and 5th Edition (2014) FRC, Section R301.9. DESCRIPTION AND INSTALLATION REQUIREMENTS OF THE PRODUCT See Reference 1.a for description of soffits covered by this product approval document. See Reference La for installation requirements. LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to specifications, technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein. Specific limitations and conditions of its use including but not limited to the following are contained in Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-3. Design Pressure Rating (psf) • Installation restrictions. Installation substrate requirements. • Product description. Installation anchor requirements. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by approved Quality Assurance Entity Architectural Testing, Inc. (ATI) as required in Rule 61G20-3.005(3). See FBC Organization No. QUA1844 for approval under Rule 61G20-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 61G20-3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard, except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this 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. As allowed in Rule 61G20-3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PTC Product Design Group, LLC Project No. 415-0229 P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report Phone: 321-690-1788 Fax: 321-690-1789 No. 2241, Rev.1 FBPE Certification of Authorization No. 25935 Robert J. Amoruso, P.E. FL No 49752 Page 5 of 6 Ar ff ALW REFERENCES & SUPPORTING DOCUMENTS 1) Installation Instructions a) PTC Product Design Group LLC, Drawing No. KAY0007, Rev. A, Dated 6/7/15, by Robert J. Amoruso, P.E., Kaycan LTd. Vinyl/PVC and Aluminum Soffit - Solid and Vented, Installation Anchorage Details. b) Industry Standards Vinyl Siding Institute's Vinyl Siding Installation Manual, December 2011. 2) Test Reports a) Fenestration Testing Laboratory, Inc. Testing Report No. 7367, dated 6/1/13 including associated laboratory stamped drawings for Kaycan Vinyl Soffit testing to ASTM E330-02. b) Fenestration Testing Laboratory, Inc. Testing Report No. 7329, dated 5/21/13 including associated laboratory stamped drawings for Kaycan Aluminum Soffit testing to ASTM E330-02. c) Architectural Testing Inc. Test Report No. ATI 55983.01-106-18, dated 1/3/2006 for Kaycan Vinyl Soffit and Siding, materials testing to: i) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding ii) ASTM G155-00ae1, Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non - Metallic Materials iii) ASTM D638-03, Standard Test Method for Tensile Properties of Plastics iv) ASTM D2843-99, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics v) ASTM D1929-96 (2000)e0 1, Standard Test Method for Determining Ignition Temperature of Plastics vi) ASTM D635-98, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position d) Architectural Testing Inc. Test Report No. ATI 55982.03-122-18, dated 4/26/2005 for Kaycan Aluminum Soffit, materials testing to: i) ASTM E8-01, Standard Test Methods for Tension Testing of Metallic Materials 3) Engineering Reports a) PTC Product Design Group LLC, Report No. 2240, Engineering analysis for Kaycan Vinyl/PVC and Aluminum Soffit, dated 7/11/13, by Robert J. Amoruso, P.E. b) PTC Product Design Group LLC, Report No. 2241-EER, Rev. 1, Engineering evaluation report for 5th Edition (2014) FBC Testing Standard Equivalency for Kaycan Vinyl/PVC and Aluminum Soffit, dated 6/7/15, by Robert J. Amoruso, P.E. 4) 5th Edition (2014) Florida Building Code — Building and Residential Volumes PTC Product Design Group, LLC Project No. 415-0229 P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report Phone: 321-690-1788 Fax: 321-690-1789 No. 2241, Rev. 1 FBPE Certification of Authorization No. 25935 Robert J. Amoruso, P.E. FL No 49752 Page 6 of 6 Ic,r lJ3 Oc,'rf((ilcflic BCIS Home Log In User Registration j Hot Topics Business'(`) Product ApprovalProfessionalIUSER: Public User Regulation yra.r S of Submit Surcharge Stats 6 Facts I Publications ; F8C Staff BCIS Site Map Links I Search 1 Product Approval Menu > Product or Application Search > Application List Search Criteria PERMIT # 17- 3 7,7 Refine Search Code Version 2014 FL# 10124 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aonlications FL#— Type I Manufacturer Validated By Status FL10124-R17/ Revision GAF John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles Approves Dy WIM. Approvals Dy UCYK snarl De revlewea ana ratinea oy the PUL ana/or the Commission It necessary. Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here_. Product Approval Accepts: Nwafflj ® N rKI 0 httpsY/noridabLAiding.org/pr/Pr__pppjstaspx 1/1 i• J 10"Od C`Cd um li .` BCIS Home j Log In Use Registration I Hot Topics Business!)) Professional '' .. Product USER: PubliccUseer°Va' Requiation fir aiifNiLli iGlrid Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or AODlication Search > Application List > Application Detail FL # FL10124-R17 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 973) 872-4421 lindareith@trinityerd.com Authorized Signature Beth McSorley lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/14/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10124 R17 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By httpsJ/floridabuilding.orgtpr/pr app dtl.aspx?param=wGf_=VXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRax64Ksl%2bsxAOQ%3d%3d 1/2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/16/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Summary of Products FL # Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R17 II 2015 12 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL30124-R17.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R17 AE 2015 12 FINAL ER GAF Asphalt Shingled FL101L — Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do rat want your e-mail address released in response to a pudic -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 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 mth an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ecrx1 e Cre i j 1121 _ _ httpsJ/floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGODRax64Ksl%2bsxAOQ%g3dp/o3d 212 TRINITY iERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1119 FL10124-1117 Date of Issuance: 01/03/2008 Revision 19: 12/15/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/15/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i TRINITY' ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TA5107 1995 REFERENCES: Kafty Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR O1/13/2012 PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/O1/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161,D3462 07CAS5908 04/01/2008 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1119 Certificate of Authorization #9503 FL10124-R17 Revision 19: 12/15/2015 Page 2 of 6 4 JTRINI-rY i ERD Entity Examination Reference Date UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010 UL (TST 1740) ASTM D3161,D7158,D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161,D7158,D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK12070 11/04/2010 UL (TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 06/19/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 07/21/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 06/26/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 05/14/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 07/16/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 06/24/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 07/14/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 07/10/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 07/21/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 06/26/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 07/15/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 07/09/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 07/16/2015 PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis" WeatherMax", Royal Sovereign" and Sentinel® are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot", Camelot" II, Country Mansion° II, GlenwoodT", Grand Canyon", Grand Sequoia", Grand Sequoia® IR, Monaco", Sienna", Timberline American Harvest", Timberline" ArmorShieldTM ll, Timberline" Natural Shadow", Timberline HD", Timberline' Cool Series, Timberline Ultra HD° and Woodland° are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline" is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge" Ridge Cap Shingles, Seal -A -Ridge" IR Impact -Resistant Ridge Cap Shingles and Timbertex" Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro -Start" Starter Strip Shingles and WeatherBlockerTM Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R19 Certificate of Authorization #9503 FL10124-1117 Revision 19: 12/15/2015 Page 3 of 6 f fTRINITY I ERD 4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-inch or less. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to V.,d = 150 mph (V„ i, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to V,sd =150 mph (V„ i, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. i Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1119 Certificate of Authorization #9503 FL10124-R17 Revision 19: 12/15/2015 Page 4 of 6 i RINITYIERD 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8- inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 11.5' Sealant 1' (292 mm) 1' Sellante 25 mm) (25 mm) Enduit d'etancheite I 12" 305 mm) Nail Clavo 6 Sl8- 15/8' Clouer 168 - 194 mm) I 12" 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 1' 12_2 r,n; j nm; ;'}5 M1 i41 i N_t uccr U_ IiL'] ft:l`7 Snllanlo crdLt.:I'c rcic to 205 TM) 1'2' v35 R1.1•I 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R19 Certificate of Authorization #9503 FL10124-1117 Revision 19: 12/15/2015 Page 5 of 6 J TRINITY ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1119 Certificate of Authorization #9503 FL10124-1117 Revision 19: 12/15/2015 Page 6 of 6 1 TRINITY I ERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1119 FL10124-R17 Date of Issuance: 01/03/2008 Revision 19: 12/15/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 ittttrrrnq, — 07. The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/15/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinitvl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINJTY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TA5107 1995 3. REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1119 Certificate of Authorization #9503 FL10124-1117 Revision 19: 12/15/2015 Page 2 of 6 4. I TRINITY I ERD Entity Examination Reference Date UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 1OCA35554 03/05/2010 UL (TST 1740) ASTM D3161,D7158,D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 1OCA07264 05/27/2010 UL (TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK11951 10/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 1OCA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 06/19/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 07/21/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 06/26/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 05/14/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 07/16/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 06/24/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 07/14/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 07/10/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 07/21/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 06/26/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 07/15/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 07/09/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 07/16/2015 PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMax°, Royal Sovereign® and Sentinelm are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot°, Camelot® II, Country Mansion® II, Glenwood'", Grand Canyon°, Grand Sequoia®, Grand Sequoia® IR, Monaco®, Sienna®, Timberline American Harvest®, Timberline® ArmorShield'" II, Timberline° Natural Shadow°, Timberline HD®, Timberline° Cool Series, Timberline Ultra HD41 and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slatelinem is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles and Timbertex° Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro-Starto Starter Strip Shingles and WeatherBlocker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 01506.01.08-1119 FL10124-1117 Revision 19: 12/15/2015 Page 3 of 6 I TRINITY I ERD 4.3.2 QuickStart° Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-inch or less. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to V.,d = 150 mph (V„ic = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to V2,d = 150 mph (V„ i, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R19 Certificate of Authorization #9503 FL10124-R17 Revision 19: 12/15/2015 Page 4 of 6 l j TRINITY ERD 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8- inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 11.5' Sealant 1 (292 mm) 1' Sellante 25 mm) (25 mm) Enduit d dlan&6il6 I • • 12" 305 mm) Nail Clavo 6 5/8- - 7 518' Clouer 168 - 194 mm) I 12' 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 12=2 rim: 1L'• eetpnl 1 ^ i 5rthnlr, 25n; 2n; 5rn'• rdwl ' crarchc ca i41 I al' 9 1d' F, 5 fm.1': 6. 4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507. 2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1119 Certificate of Authorization #9503 FL10124-R17 Revision 19: 12/15/2015 Page 5 of 6 J TRINITY I ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1139 Certificate of Authorization #9503 F1.10124-1117 Revision 19: 12/15/2015 Page 6 of 6 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: - `_, Documented Construction Value: S 1 J, Doo Job Address: /J 154h . 4V b t(s P Historic District: Yes No EK Parcel ID: 5 - - 95W__1 '- Q'I I'] - QM)0 Residential Commercial l Typc of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work:an4c:, 0 Plan Review Contact Person: 0_--_> am bpzardt Title J I'hone:_12 1'LA20-30S Fax: Email , V -f") n17l , i C t'!'`f-fI, o-, Property Owner Information on - Lom Names? e-i-& P\DGY'A-frien1 S LLL Phone: 3S A 4? Street: ,, , 1 '' raw czA • Resident of property:' : r%L City, State Zip: i naxk i- )_ 8wq Contractor Information Name Ake \j jeaA-1-er Con--rc.e.A2wS Phone: -10(00._ street: -_11yG &AA1 --'A\uS-SLflFax: (40L-)'%i -10S 1 City, State Zip: )(i( t'\V 1 1 }- . _ State License No.:C' M Architect/Engineer Information Name: Phonc: Street: Fax: Cih', St, Zip: E-mail: Bonding Company: 1' irY' it'YY,I _P1d2V4,j Mortgage Lender:. Address: Ore NPlla(1--% Cf nkr, o( Address: 0ti-1 v AVC NPR WA CIS New St? b`-I 0Rxu I . 1,41 i I c.N -5 3l I lv WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NlAY RESULT IN YOUR PAYING TWICE FOR INIPROVUMENTS TO YOUR PROPER,rY. A NOTICE OF COMMENCUMENT -.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 CO. 1i\1ENCE'MENT. Application is hereby made to obtain a permit to do the %\ork and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all ,cork will be performed to meet standards of all laws regulating construction ill this jurisdiction. I understand that i separate permit must be secured for electrical work, plumbing. signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 10;.3 Shall be inscribed i%ith the date of application and the code in effect as of that dale: 50' EdiIion (2014) Florida Ituilding Codc ite, i,cd June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additiunal restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 6 z 1 Si urc of Owner/Ag ate nature of Contractor/Agent Date ei- rint Owner/Agent's a Print Contractor/Agent's Narm 11 r 2 t7 ure Of oiury-State of Florida Date Kelm Peter Cierdu NOTARY POM STATE OF FLONDA Com* FF983484 Owner/AgVis ersonalllyZKnown to Me or Produced ID Type of ID Signature ow IN Notary Public State o1 FloridaVlrginlaJRiggins My Commlssion FF 052155 2xphs 10/201200Y Produced ID -Type of ID nown to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No[] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised June 30. 2015 Permit Application Vaughn Bay Construction Inc. Seminole Gardens Apts - Sanford, Florida EXHIBIT "E" Change Order A1lWeather Contractors Subconbactar April 14, 2017 CSf cod. 1 2 3 4 5 6 7 8 9 10 X X Change Order Change Order Number: 01 _ Current Contract Amount: $414,396.00 DescrinNon Increased Deductive HVAC - Clubhouse 18 2 Complete Mechanical_ HVAC Scope 17,690.00 18102 Shingle Roofing 10,794.00 18102 Trusses, Framing, Drywall & Finishes 45,978.34 18102 Wall Prep ti Painting i 7,324.50 18102 Flooring 9,834.13 18102 Flre Alarm as required for Clubhouse 14,019.35 Total Amount This Change Order: 105,640.32 0.00 Now Contract Amount: L $520,036.32 This Change Order MUST be signed IMMEDIATELY upon verbally agreed to changes. There will be no payment of any increases If Vaughn Bay Construction's Accounting Department has not received this Change Order by the 25th monthly cut-off date. Any Verbal changes not documented and verified by this Change Order, may result in NON-PAYMENT of any increase from the original contract price. Remarks: Original Contract Amount: i `S414,396.00 _ 4 -- Date: awks - COO Bay Construction License # VAUGNBC088CJ 4/18/2017 i=ME C O N T R A C T O R S Customer: Vaughn Bay Construction S403 W. Gray Street Tampa, FL 33609 813) 867--3710 Quote Number: Terms: 30 days net _i7,608 Date: 411212017 Project Location: Seminole Gardens Clubhouse 1600 W 5th Street Sanford, FL 32771 Project Contact: Project Info: Sharon McGilvary / Scott Stockstad Ground -up construction of a 2,265 SF (non- slraron@vaughnba .neVscott@vaughnbay.nee conditioned) clubhouse All Weather Contractors (AWC) is pleased to submit the following proposal for the above referenced project. Our proposal Is based on; Architectural, Electrical, Mechanical, Plumbing, and Structural Drawings dated 06/09/2016, Project Manual dated 02/12/2016, and the following: SCOPE OF WORK AWC scope of work includes furnishing; labor, miscellaneous materials, equipment, and supervision to complete all new construction items mentioned below, unless otherwise noted: 5 Shingle roofing, felt and flashing (soffit and facia by others) Subtotal 10 794.00 6 Trusses, Framing, Drywall & Finishes (all insulation excluded) Trusses and wood framing $ 28,966.35 Drywall and finishes $ 17,011.99 Subtotal 45 978.34 9 Wall prep and painting Subtotal $ 7,324.50 10 Flooring (tile, carpet and vinyl cove base) Subtotal 9,834.13 17 Complete Mechanical (HVAC) Scope Subtotal 17,690.00 20 Fire Alarm as required for clubhouse only (Interface with existing buildings is not Included) Subtotal 14 019.35 Grand Total 105,640.32 EXCLUSIONS 1 Payment & Performance Bonds 2 All Permits (see clarification #6) 3 Windows, trim, doors, and accessories installation. QUALIFICATIONS & CLARIFICATIONS 1 Standard shipping and freight cost for materials/equipment have been included. Quick ship costs or provisions to expedite Items have not been included. 2 This proposal is valid for 30 days and is based on current pricing for materials. 3 Any work not shown on the drawings provided, or specifically noted or described above in this proposal is not included. 4 If required, payment and performance bonds can be provided at a rate of 1.55%. s Permits can be provided as a cost plus 15% service. 6 AWC will conform to all applicable safety regulations such as; OSHA, EPA and AH3. WORK HOURS & SCHEDULE 7749 Normandy Blvd., Suite 145-347, Jacksonville, FL 32221 - P (904) 781-7060 F (904) 781-7051 www.AllWeatherContractors.com 1 of2 1 AWC's quote is bases on an weekly onsite schedule and a 40-hour, 5-day operation 8:00 am - 5:00 pm) workweek. (Monday - Friday) 2 The schedule is to be determined once a purchase order or signed contract has been received from the Owner or customer's representative. 3 Our proposal is based on an onsite schedule of 3-months. 4 Any and all debris generated by AWC's and its subcontractors operations will be removed and disposed at a dumpster provided by others. CERTIFICATIONS & INSURANCE 1 General -Mechanical -Plumbing Contractor Licenses - CGC1523954-CMC1250093-CFC1428601 2 Commercial General Liability Insurance $1,000,000 Automobile Liability $1,000,000 Commercial General Liability Aggregate $2,000,000 Umbrella Liability $5,000,000 Workers Compensation $1,000,000 WARRANTY i AWC will provide a (1) year warranty on labor and parts plus any manufacturer's warranty. INSPECTION & WORK ACCEPTANCE 1 AWC will have its work inspected by a designated customer representative at the completion of the work. 2 If deficiencies are found in work quality, customer's representative will present them, as soon as possible, to AWC's representative on a written notice and corrections will be made. OWNER/CM RESPONSIBILITIES I. Coordinate construction to ensure efficient and orderly installation of each part of the Work. 2 Schedule and conduct progress meetings at Project site at monthly regular intervals. 3 Submit a comprehensive, fully developed, schedule within 30 days of date established for commencement of the work. 4 Approve in writing any change orders for additional work not included In this scope of work and pay additional costs. General Statement: This proposal Is based exclusively on the direct cost elements described above; such as labor, mater a, specified equipment and normal mark-ups. It does not Include any amount for changes In the sequence and scope of work, delays, disruptions, re- scheduling; extended overhead, overtime, acceleration, and/or Impact costs not speciflraW noted and/or mutually agreed. If needed All Weather Contractors reserves the right to submit a claim for any and all impacts, limitations, and related Items of cost. 7749 Normandy Blvd., Suite 145-347, Jacksonville, FL 32221 - P (904) 781-7060 F (904) 781-7051 www,A11W,,atherContractors.com 2 of r7"r ri In Revision C = ' City of Sanford Response to Comments t l3uildin & Fire Prevention DivisionpNOV132017 Ph: 407.688.5150 Fax: 407.688.5152bEmail: building@sanfordfl.gov Permit # -foam Submittal Date / /-;/ w1—rj(; Project Address: /(0 00 C6 . 4 s rv/ J ` Contact: ---- Ph: 7d 7- Who - o 90 Fax: r Email: li//yam p v ia,.. n e .2d D Trades encompassed in •revision: General description of revision: Building do rs .ma/c '66 f lliw/o- I Plumbing A&, 76 Electrical Mechanical 1 O— L-ife Safety Waste Water Depa ent Utilities Waste Water Planning Engineering Fire Prevention Q-- Vuilding ROUTING INFORMATION Approvals CITY OF SANFORD C BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / (p-- "1 Documented Construction Value: SOIV- Job Address: 1600 West 5th Street - Building #3 (Unit #7-10) Historic District: Yes No R Parcel ID: 25-19-30-5AG-0717-0000 Residential Commercial 0 Type of Work: New Addition Alteration 0 Repair Demo Change of Use Move Description of Work: Electrical rehab of apartment units based on plans submitted for Master Permit #16-969 Plan Review Contact Person: Title: Phone: Name SP SG Apartments LLC. Street: 5403 W. Grey Street City, State Zip: Tampa, FL 33609 Fax: Email: Property Owner Information Phone: 800.472.8048 Resident of property? : No Contractor Information Name Ace Electrical Service of North Florida Phone: 904.322.7138 Street: 3139 Walnut Street City, State Zip: Jacksonville, FL 32206 Fax: 904.322.7140 State License No.: EC 13005842 Architect/Engineer Information Name: Architectonics Studio Phone: 727.323.5676 Street: 218 5th Ave City, St, Zip: St. Petersburg, FL 33701 Bonding Company: Address: Fax: 727.323.5826 E-mail: Info@ArchitectonicsStudio.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as or that date: 5'" Edition (2014) Florida Building Code Revised- Jute 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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 z7' A' z 017 Signaturc of thvncr/Agent Date Signature of Contractor Agen Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Don R. Salmon Print Contmctor/Agent's Name f 12/06/17 aieafFJorida Date No" Pubic Sate of Florida E Btlart Errtrgttxt M9 ContrtWafon FF tNJ2So Mtt Expires 121i4rn1e Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[—] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDIN Revised. June 30, 2015 Permit Application Foster"s Roofing Enterprises PO Box 633 Brooksville, FL 34605 0)352-799-0045 (F)352-544-1003 fostersroofingent@yahoo.com CCC1330166 Date: 12/15/2017 Address: 1600 West 5t' St Sanford, FL 32771 Permit # 16-3278 To Whom It May Concern: Foster's Roofing installed the roof at the above address and permit number. The roof was installed as per GAF Manufacturers Specifications for 60 Mil TPO Roofing System with ISO Insulation and each building will be inspected by GAF and receive an NDL Warranty. The roof was installed per Florida State building codes. If you have any questions, please feel free to contact our office. State of r k O n d4 County of , On this V-S_ day of Q C 2f1 0U1 bef'-e ee &S Ily ppeS d to me known to be the e" person i— who executed the foregoing instrument, and acknowledged that he executed the as his free t deed. SEAL (signed) l NOT PUBLIC TARA L FIGUEROA MY COMMISSION # GG044967 EXPIRES November 03. 2020 Foster's Roofing Enterprises PO Box 633 Brooksville, FL 34605 0)352-799-0045 (F)352-544-1003 fostersroofingent@yahoo.com CCC1330166 Date: 12/15/2017 Address: 1600 West 51h St Sanford, FL 32771 Permit # 16-3 275 To Whom It May Concern: Foster's Roofing installed the roof at the above address and permit number. The roof was installed as per GAF Manufacturers Specifications for 60 Mil TPO Roofing System with ISO Insulation and each building will be inspected by GAF and receive an NDL Warranty. The roof was installed per Florida State building codes. If you have any questions, please feel free to contact our office. tyK you, State of —' \ a r % 6G ICounty of es Fos On this day of before ielperpersonally a eare -L r to me known to be the person "w hoo executed the foregoing instrument, and acknowledged that he executed the same his free a a dee SEAL (signed) NOTA PUBLIC TARA L FIGUEROA MY COMMISSION B GG044967 EXPIRES November 03. 2020 EverGuard® DIAMOND PLEDGETM No. G2017-00001176 NOL ROOF GUARANTEE We atlier Stopper _ Diamond PIe I — OWNER: SP SG APARTMENTS LLC, TAMPA, FL 33609 PERIOD OF COVERAGE: 30 YEARS NAME AND TYPE OF BUILDING: SEMINOLE GARDENS BUILDING 3 UNITS 41-58 ADDRESS OF BUILDING: 1600 WEST 5TH STREET, SANFORD, FL 32771 ROOF SPECIFICATION: TFATI80 AREA OF ROOF: 117.00 SQUARES APPLIED BY: FOSTER'S ROOFING ENTERPRISES INC / BROOKSVILLE, FL DATE OF COMPLETION: 08/15/2017 GUARANTEE EXPIRATION DATE: 08/15/2047 THE GUARANTEE/SOLE AND EXCLUSIVE REMEDY GAF guarantees to you, the owner of the building described above, that GAF will provide "Edge To Edge" protection by repairing leaks through the GAF roofing membrane, liquid -applied membrane or coating, base flashing, high wall waterproofing flashing, insulation, expansion joint covers, preflashed accessories, and metal flashings used by the contractor of record that meet SMACNA standards (the "GAF Roofing Matenals") resulting from a manufacturing defect, ordinary wear and tear, or workmanship in applying the GAF Roofing Materials. There is no dollar limit on covered repairs. Leaks caused by any non -GAF materials, such as the roof deck or non -GAF insulation, are not covered. GUARANTEE PERIOD This guarantee ends on the expiration date listed above. NOTE: LexsuccP flashings are covered by this guarantee ONLY for the first ten years. OWNER RESPONSIBILITIES Notification of Leaks In the event of a leak through the GAF Roofing Materials, you MUST make sure that GAF is notified directly about the leak, in writing, within 30 days by email (preferred) at guaranteeleak@gaf.com or by postal mail to GAF Guarantee Services, 1 Campus Drive, Parsippany, NJ 07054, or GAF will have no responsibility for making repairs. NOTE: The roofing contractor is NOT an agent of GAF; notice to the roofing contractor is NOT notice to GAF. By notifying GAF, you authorize GAF to investigate the cause of the leak. If the investigation reveals that the leak is not covered by this guarantee, you agree to pay an investigation cost of $500. This guarantee will be cancelled if you fail to pay this cost within 30 days of receipt of an invoice for it. Preventative Maintenance and Repairs A. You must perform regular inspections and maintenance and keep records of this work. B. To keep this guarantee in effect, you must repair any conditions in the building structure or roofing system that are not covered by this guarantee but that GAF concludes may be threatening the integrity of the GAF Roofing Materials. Any such repairs must be performed by a GAF -certified roofing contractor. Failure to make timely, repairs may jeopardize guarantee coverage. C. You may make temporary repairs to minimize damage to the building or its contents in an emergency, at your sole expense. These repairs will not result in cancellation of the guarantee as long as they are reasonable and customary and do not result in permanent damage to the GAF Roofing Materials. D. Any equipment or material that impedes any inspection or repair must be removed at your expense so that GAF can perform inspections or repairs. EXCLUSIONS FROM COVERAGE e. g., items that are not "ordinary wear and tear" or are beyond GAF's control) This guarantee does NOT cover conditions other than leaks. This guarantee also does NOT cover leaks caused by any of the following: 1. Inadequate roof maintenance, that is, the failure to follow the Scheduled Maintenance Checklists provided with this guarantee extra copies available by calling Guarantee Services at 1-800- ROOF- 411) or the failure to repair owner responsibility items. 2. Unusua! weather conditions or natural disasters including, but not limited to, winds in excess of 55 miles per hour, hail, floods, hurricanes, lightning, tornados, and earthquakes, unless specifically covered by an addendum to this guarantee. 3. Impact of foreign objects or physical damage caused by any intentional or negligent acts, accidents, misuse, abuse or the like. 4. Damage to the roof constructed of the GAF Roofing Materials due to: a) movement, cracking, or other failure of the roof deck or building; b) improper installation or failure of any non -GAF insulation or materials; ( c) condensation or infiltration of moisture through or around the walls, copings, building structure, or surrounding materials except where high wall GAF waterproofing flashings are installed; (d) chemical attack on the membrane, including, but not limited to, exposure to grease or oil; (e) the failure of wood hailers to remain attached to the structure; (f) use of materials that are incompatible with the GAF Roofing Materials; or ( g) architectural, engineering, or design defects or flaws. 5. Traffic of any nature on the roof unless using GAF walkways applied in accorcance with GAF's published application instructions. 6. Blisters in the GAF Roofing Materials that have not resulted in leaks. 7. Changes in the use of the building or any repairs, modifications, or additions to the GAF Roofing Materials after the roof is completed, unless approved in writing by GAF. 8. Exposure to sustained high -temperature conditions; however, for systems utilizing EverGuard Extreme°TPO membrane, exposure In excess of 195°F. No representative, employee, or agent of GAF, or any other person, has the authority to assume any additional or other liability or responsibility for GAF, unless it is in writing and signed by an authorized GAF Feld Services Manager or Director. GAF does not practice engineering or architecture. Neither the issuance of this guarantee, nor any review of the roof constructed of the GAF Roofing Matenals or the plans for the roof), by GAF shall constitute any warranty of such plans, specifications or construction or the suitability or code compliance of the GAF Roofing Materials for any particular structure. NOTE: Ary inspections made by GAF are limited to a surface inspection only, are for GAF's sole benefit, and do not constitute a waiver or extension of any of the terms and conditions of this guarantee. This guarantee MAY BE SUSPENDED OR CANCELLED IF THE ROOF IS DAMAGED BY any cause listed above as AN EXCLUSION FROM COVERAGE that may affect the integrity or watertightness of the roof. TRANSFERABILITY You may transfer or assign this guarantee to a subsequent owner of this building for the remaining term only if: 1) the request is in writing to GAF at the address listed below within 60 days after ownership transfer; 2) you make any repairs to the GAF Roofing Materials or other roofing t nmcp *ho intpnrmr of tha hAF Rnnfinn Materialc• nnri Fla,mKi" EverGuard® No. G2017-00001174 ft, 9a DIAMOND PLEDGETM I ' NOL ROOF GUARANTEE OWNER: SP SG APARTMENTS LLC, TAMPA, FL 33609 PERIOD OF COVERAGE: 30 YEARS NAME AND TYPE OF BUILDING: SEMINOLE GARDENS BUILDING 1 UNITS 79-107 ADDRESS OF BUILDING: 1600 WEST 5TH STREET, SANFORD, FL 32771 ROOF SPECIFICATION: TFATISO AREA OF ROOF: 135.00 SQUARES APPLIED BY: FOSTER'S ROOFING ENTERPRISES INC / BROOKSVILLE, FL DATE OF COMPLETION: DWI5/2017 GUARANTEE EXPIRATION DATE: 08/15/2047 THE GUARANTEE/SOLE AND EXCLUSIVE REMEDY GAF guarantees to you, the owner of the building described above, that GAF will provide "Edge To Edge" protection by repairing leaks through the GAF roofing membrane, liquid -applied membrane or coating, base flashing, high wall waterproofing flashing, insulation, expansion joint covers, preflashed accessories. and metal (lashings used by the contractor of record that meet SMACNA standards (the "GAF Roofing Materials") resulting from a manufacturing defect, ordinary wear and tear, or workmanship in applying the GAF Roofing Materials. There is no dollar limit on covered repairs. Leaks caused by any non -GAF materials, such as the roof deck or non -GAF insulation. are not covered. GUARANTEE PERIOD This guarantee ends on the expiration date listed above. NOTE: LexsuccP (lashings are covered by this guarantee ONLY for the first ten years. OWNER RESPONSIBILITIES Notification of Leaks In the event of a leak through the GAF Roofing Materials, you MUST make sure that GAF is notified directly about the leak, in writing, within 30 days by email (preferred) at guaranteeleak@gaf.com or by postal mail to GAF Guarantee Services, 1 Campus Drive, Parsippany, NJ 07054, or GAF will have no responsibility for making repairs. NOTE: The roofing contractor is NOT an agent of GAF; notice to the roofing contractor is NOT notice to GAF. By notifying GAF, you authorize GAF to investigate the cause of the leak. If the investigation reveals that the leak is not covered by this guarantee, you agree to pay an investigation cost of $500. This guarantee will be cancelled if you fail to pay this cost within 30 days of receipt of an invoice for it. Preventative Maintenance and Repairs A. You must perform regular inspections and maintenance and keep records of this work. B. To keep this guarantee in effect, you must repair any conditions in the building structure or roofing system that are not covered by this guarantee but that GAF concludes may be threatening the integrity of the GAF Roofing Materials. Any such repairs must be performed by a GAF -certified roofing contractor. Failure to make timely repairs may jeopardize guarantee coverage. C. You may make temporary repairs to minimize damage to the building or its contents in an emergency, at your sole expense. These repairs will not result in cancellation of the guarantee as long as they are reasonable and customary and do not result in permanent damage to the GAF Roofing Materials. D. Any equipment or material that impedes any inspection or repair must be removed at your expense so that GAF can perform inspections or repairs. EXCLUSIONS FROM COVERAGE e.g., items that are not "ordinary wear and tear" or are beyond GAF's control) This guarantee does NOT cover conditions other than leaks. This guarantee also does NOT cover leaks caused by any of the following: 1. Inadequate roof maintenance, that is, the failure to follow the Scheduled Maintenance Checklists provided with this guarantee extra copies available by calling Guarantee Services at 1-800- ROOF-411) or the failure to repair owner responsibility items. 2. Unusual weather conditions or natural disasters including but not limited to, winds in excess of 55 miles per hour, hail, floods, hurricanes, lightning, tornados, and earthquakes, unless specifically covered by an addendum to this guarantee. 3.impact of foreign objects or physical damage caused by any intentional or negligent acts, accidents, misuse, abuse or the like. 4. Damage to the roof constructed of the GAF Roofing Materials due to: a) movement, cracking, or other failure of the roof deck or building; b) improper installation or failure of any non -GAF insulation or materials; (c) condensation or infiltration of moisture through or around the walls, copings, building structure, or surrounding materials except when; high wall GAF waterproofing flashings are installed; (d) chemical attack on the membrane, including, but not limited to, exposure to grease or oil; (e) the failure of wood nailers to remain attached to the structure; (f) use of materials that are incompatible with the GAF Roofing Materials; or (g) architectural, engineering, or design defects or flaws. 5.Traffic of any nature on the roof unless using GAF walkways applied in accordance with GAF's published application instructions. 6. Blisters in the GAF Roofing Materials that have not resulted in leaks. 7. Changes in the use of the budding or any repairs, modifications, or additions to the GAF Roofing Materials after the roof is completed, unless approved in, writing by GAF 8.Exposure to sustained high -temperature conditions; however, for systems utilizing EverGuard ExtrememTPO membrane, exposure in excess of 195°F. No representative, employee, or agent of GAF, or any other person, has the authority to assume any additional or other liability or responsibility for GAF, unless it is in writing and signed by an authorized GAF Field Services Manager or Director. GAF does not practice engineering or architecture. Neither the issuance of this guarantee, nor any review of the roof constructed of the GAF Roofing Materials or the plans for the roof), by GAF shall constitute any warranty of such plans, specifications or construction or the suitability or code compliance of the GAF Roofing Materials for any particular structure. NOTE: Any inspections made by GAF are limited to a surface inspection only, are for GAF's sole benefit, and do not constitute a waiver or extension of any of the terms and conditions of this guarantee. This guarantee MAY BE SUSPENDED OR CANCELLED IF THE ROOF IS DAMAGED BY any cause listed above as AN EXCLUSION FROM COVERAGE that may affect the integrity or watertightness of the roof. TRANSFERABILITY You may transfer or assign this guarantee to a subsequent owner of this building for the remaining term only if: 1) the request is in writing to GAF at the address listed below within 60 days after ownership transfer: 2) you make any reoairs to the GAF Roofing Materials or other roofing a....a-a - r]AG *ffcr an incnaCt;on as necessary to oreserve the intecrity of the GAF Roofno Materials: and Foster"s Roofing Enterprises PO Box 633 Brooksville, FL 34605 0)352-799-0045 (F)352-544-1003 r CCC1330166 Date: 12/15/2017 Address: 1600 West Sth St Sanford, FL 32771 Permit # .16-3278 To Whom It May Concern: Foster's Roofing installed the roof at the above address and permit number. The roof was installed as per GAF Manufacturers Specifications for 60 Mil TPO Roofing System with ISO Insulation and each building will be inspected by GAF and receive an NDL Warranty. The roof was installed per Florida State building codes. If you have any questions, please feel free to contact our office. State of FlO6 do i County of On this 1 _ day of .2 C err\1 befoMpem S°ys ems to me known to be the person who executed the foregoing instrument, and acknowledged that he executed th as his fr d`. SEAL (signed) - NOTMPUBLIC TARA L FIGUEROA My COMMISSION # 00044967 EXPIRES November 03, 2020 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: 1 co - 3 0 -13 I, J afn p 1-0S± Q hereby acknowledge that I personally inspected Roof deck nailing and/or Secondary water barrier work at 1600 4 h S- and have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section 837.06 F.S. Yjam Q n -rosf-r Printed Name of Contractor 1-115-1-1 Date 0,C0,13 3 o/ (-OCD License # License Type: General Building Residential 0oofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF S rn to r affirmed) and subscribed before me this 1 day of J 1 20 by PL fi('5-It D _, who is [,Personally Known to me or has Pr duced (type of i entification) as identification. SEAL) Signature of Notary Public State of Florida o HEATHER D HDSFELD Print/Type/Stamp Name of Notary Public r, 0` Notary Public - State of Florida 3N` : My Comm. Expires Mar 21, 2018 Commission # FF 72365 Kj Foster's Roofing Enterprises PO Box 633 Brooksville, FL 34605 352-799-0045 CCC1330166 To Whom it may Concern, Foster's Roofing has installed the roofs on Building's 1(permit 16-3273) 2 (permit 16-3274) 3 (permitl6-3275) 4 (permit 16-3277)@ Seminole Gardens Apartments 1600 W 5th St. All buildings were done per GAF manufactors specs for 60 mil TPO Roofing System with ISO insulation and we will be providing each building with a NDL Warranty from GAF. All buildings were also done per Florida building codes. If you have any questions, please feel f ree to give us a call. Thank you, State of b C k C\ o' sters oof ing County of On this _ day of 1 1 be ore me personally,.:are 4ames oster to me known to be the pL ,n who executed the foregoing instrument, anrt zcknowledged that he executed the sAnie as Ns free act and , ed. SEAL (signed) Q ^ NPUBLIC J uiARY PUBB LIC a Pu HPublic- FELD Noof FloridaMyr21, 201872365 Foster's Roofing Enterprises PO Box 633 Brooksville, FL 34605 0)352-799-0045 (F)352-544-1003 fostersroofingent@yahoo.com CCC1330166 Date: 12/15/2017 Address: 1600 West 5th St Sanford, FL 32771 Permit # 16-3274 To Whom It May Concern: Foster's Roofing installed the roof at the above address and permit number. The roof was installed as per GAF Manufacturers Specifications for 60 Mil TPO Roofing System with ISO Insulation and each building will be inspected by GAF and receive an NDL Warranty. The roof was installed per Florida State building codes. If you have any questions, please feel free to contact our office. State of County On thli I to me Known to g@ €he pEb@h foregoing hwum@%md &6 executed the wm@ N ff@@ F SEAL falgnediaA TARA RGUEROA MY COMMISSION * GG04 967 o,; EXPIRES November 03, 2020 Foster's Roofing Enterprises PO Box 633 Brooksville, FL 34605 0)352-799-0045 (F)352-544-1003 fostersroofingent@yahoo.com CCC1330166 Date: 12/15/2017 Address: 1600 West 51h St Sanford, FL 32771 Permit # 16-3273 To Whom It May Concern: Foster's Roofing installed the roof at the above address and permit number. The roof was installed as per GAF Manufacturers Specifications for 60 Mil TPO Roofing System with ISO Insulation and each building will be inspected by GAF and receive an NDL Warranty. The roof was installed per Florida State building codes. If you have any questions, please feel free to contact our office. State of 1 0 CCountyof On this day of 0 1beforemepersonallyaeared to me Known to be the person who executed theforegoinginstrument, and acknowledged that heexecutedtheshisfreeactd SEAL (signed) d. MOTAR UBUC TARA I,, FIGUEROA My COMMISSION M GG044967 o:' EXPIRES November 03, 2020 EverGuard® No. DIAMOND PLEDGE" NOL ROOF GUARANTEE G2017-00001177 R. We iher Stopper, Diamond Pledge:1, is OWNER: SP SG APARTMENTS LLC, TAMPA, FL 33609 PERIOD OF COVERAGE: 30 YEARS NAME AND TYPE OF BUILDING: SEMINOLE GARDENS BUILDING 4 UNITS 21-40 ADDRESS OF BUILDING: 1600 WEST STH STREET, SANFORD, FL 32771 ROOF SPECIFICATION: TFATI80 AREA OF ROOF: 103.00 SQUARES APPLIED BY: FOSTER'S ROOFING ENTERPRISES INC I BROOKSVILLE, FL DATE OF COMPLETION: 12113/2017 GUARANTEE EXPIRATION DATE: 12/13/2047 THE GUARANTEE/SOLE AND EXCLUSIVE REMEDY GAF guarantees to you, the owner of the building described above, that GAF will provide "Edge To Edge" protection by repairing leaks through the GAF roofing membrane, liquid -applied membrane or coating, base flashing, high wall waterproofing flashing, insulation, expansion joint covers, preflashed accessories, and metal flashings used by the contractor of record that meet SMACNA standards (the "GAF Roofing Materials") resulting from a manufacturing defect, ordinary wear and tear, or workmanship in applying the GAF Roofing Materials. There is no dollar limit on covered repairs. Leaks caused by any non -GAF materials, such as the roof deck or non -GAF insulation, are not covered. GUARANTEE PERIOD This guarantee ends on the expiration date listed above. NOTE: Lexsuco® flashings are covered by this guarantee ONLY for the first ten years. OWNER RESPONSIBILITIES Notification of Leaks In the event of a leak through the GAF Roofing Materials, you MUST make sure that GAF is notified directly about the leak, in writing, within 30 days by email (preferred) at guaranteeleak@gaf.com or by postal mail to GAF Guarantee Services, 1 Campus Drive, Parsippany, NJ 07054, or GAF will have no responsibility for making repairs. NOTE: The roofing contractor is NOT an agent of GAF; notice to the roofing contractor is NOT notice to GAF. By notifying GAF, you authorize GAF to investigate the cause of the leak. If the investigation reveals that the leak is not covered by this guarantee, you agree to pay an investigation cost of $500. This guarantee will be cancelled if you fail to pay this cost within 30 days of receipt of an invoice for it. Preventative Maintenance and Repairs A. You must perform regular inspections and maintenance and keep records of this work. B. To keep this guarantee in effect, you must repair any conditions in the building structure or roofing system that are not covered by this guarantee but that GAF concludes may be threatening the integrity of the GAF Roofing Materials. Any such repairs must be performed by a GAF -certified roofing contractor. Failure to make timely repairs may jeopardize guarantee coverage. C. You may make temporary repairs to minimize damage to the building or its contents in an emergency, at your sole expense. These repairs will not result in cancellation of the guarantee as long as they are reasonable and customary and do not result in permanent damage to the GAF Roofing Materials. D. Any equipment or material that impedes any inspection or repair must be removed at your expense so that GAF can perform inspections or repairs. EXCLUSIONS FROM COVERAGE e. g., items that are not "ordinary wear and tear" or are beyond GAF's controq This guarantee does NOT cover conditions other than leaks. This guarantee also does NOT cover leaks caused by any of the following: 1. Inadequate roof maintenance, that is, the failure to follow the Scheduled Maintenance Checklists provided with this guarantee extra copies available by calling Guarantee Services at 1.800- ROOF-411) or the failure to repair owner responsibility items. 2.Unusual weather conditions or natural disasters including, but not limited to, winds in excess of 55 miles per hour, hail, floods, hurricanes, lightning, tornados, and earthquakes, unless specifically covered by an addendum to this guarantee. 3.Impact of foreign objects or physical damage caused by any intentional or negligent acts, accidents, misuse, abuse or the like. 4. Damage to the roof constructed of the GAF Roofing Materials due to: a) movement, cracking, or other failure of the roof deck or building; b) improper installation or failure of any non -GAF insulation or materials; (c) condensation or infiltration of moisture through or around the walls, copings, building structure, or surrounding materials except where high wall GAF waterproofing flashings are installed; (d) chemical attack on the membrane, including, but not limited to, exposure to grease or oil; (e) the failure of wood nailers to remain attached to the structure; (f) use of materials that are incompatible with the GAF Roofing Materials; or (g) architectural, engineering, or design defects or flaws. 5.Traffic of any nature on the roof unless using GAF walkways applied in accordance with GAF's published application instructions. 6. Blisters in the GAF Roofing Materials that have not resulted in leaks. 7. Changes in the use of the building or any repairs, modifications, or additions to the GAF Roofing Materials after the roof is completed, unless approved in writing by GAF. 8.Exposure to sustained high -temperature conditions; however, for systems utilizing EverGuard Extreme° TPO membrane, exposure in excess of 195"F. No representative, employee, or agent of GAF, or any other person, has the authority to assume any additional or other liability or responsibility for GAF, unless it is in writing and signed by an authorized GAF Field Services Manager or Director. GAF does not practice engineering or architecture. Neither the issuance of this guarantee, nor any review of the roof constructed of the GAF Roofing Materials or the plans for the roof), by GAF shall constitute any warranty of such plans, specifications or construction or the suitability or code compliance of the GAF Roofing Materials for any particular structure. NOTE: Any inspections made by GAF are limited to a surface inspection only, are for GAF's sole benefit, and do not constitute a waiver or extension of any of the terms and conditions of this guarantee. This guarantee MAY BE SUSPENDED OR CANCELLED IF THE ROOF IS DAMAGED BY any cause listed above as AN EXCLUSION FROM COVERAGE that may affect the integrity or watertightness of the roof. TRANSFERABILITY You may transfer or assign this guarantee to a subsequent owner of this building for the remaining term only if: 1) the request is in writing to GAF at the address listed below within 60 days after ownership transfer; 2) you make any repairs to the GAF Roofing Materials or other roofing or building components that are identified by GAF after an inspection as necessary to preserve the integrity of the GAF Roofing Materials; and CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: U - 3 D- `'I I, J3.1mQ J) Tc)< Q r hereby acknowledge that I personally inspected Roof deck nailing and/or Secondary water barrier work at 1 b b t t1 U S "C v I and have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the peAformance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to 837. 061F.S. of Printed Name of Contractor Date C.(` c I330 -f_lto License # License Type: General Building 0 Residential .Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF 4 o r n a n a d S orn to (or affirmed) and subscribed before me this - day day of 20 11 by 01_ l T—f'f--,4-Q , who isA Personally Known to me or has roduced (type of io ntiflcation) as identification. SEAL) Signature of Notary Public o;aY HEATHER D HOSFELD State of Florida _' ' ° Notary Public - State of Florida Print/ Type/Stamp Name of Notary Public My Comm. Expires Mar 21, 2018 Fovc p••• Commission # FF 72365 K EverGuard® No. G2017-00001175 DIAMOND PLEDGE" NOL ROOF GUARANTEE OWNER: SP SG APARTMENTS LLC, TAMPA, FL 33609 PERIOD OF COVERAGE: 30 YEARS NAME AND TYPE OF BUILDING: SEMINOLE GARDENS BUILDING 2 UNITS 59-78 ADDRESS OF BUILDING: 1600 WEST STH STREET, SANFORD, FL 32771 ROOF SPECIFICATION: TFATI80 APPLIED BY- FOSTER'S ROOFING ENTERPRISES INC / BROOKSVILLE, FL AREA OF ROOF: 100.00 SQUARES DATE OF COMPLETION: 04119/2017 GUARANTEE EXPIRATION DATE: 04/19/2047 THE GUARANTEE/SOLE AND EXCLUSIVE REMEDY GAF guarantees to you, the owner of the building described above, that GAF will provide "Edge To Edge" protection by repairing leaks through the GAF roofing membrane, liquid -applied membrane or coating, base flashing, high wall waterproofing flashing, insulation, expansion joint covers, preflashed accessories, and metal flashings used by the contractor of record that meet SMACNA standards (the "GAF Roofing Materials") resulting from a manufactunng defect, ordinary wear and tear, or workmanship in applying the GAF Roofing Materials. There is no dollar limit on covered repairs. Leaks caused by any non -GAF materials, such as the roof deck or non -GAF insulation, are not covered. GUARANTEE PERIOD This guarantee ends on the expiration date listed above. NOTE: Lexsuco' flashings are covered by this guarantee ONLY for the first ten years. OWNER RESPONSIBILITIES Notification of Leaks In the event of a leak through the GAF Roofing Materials, you MUST make sure that GAF is notified directly about the leak, in writing, within 30 days by email (preferred) at guaranteeleak®gaf.com or by postal mail to GAF Guarantee Services, 1 Campus Drive, Parsippany, NJ 07054, or GAF will have no responsibility for making repairs. NOTE: The roofing contractor is NOT an agent of GAF; notice to the roofing contractor is NOT notice to GAF. By notifying GAF, you authorize GAF to investigate the cause of the leak. If the investigation reveals that the leak is not covered by this guarantee, you agree to pay an investigation cost of $500. This guarantee will oe cancelled if you fail to pay this cost within 30 days of receipt of an invoice for it. Preventative Maintenance and Repairs A. You must perform regular inspections and maintenance and keep records of this work. B. To keep this guarantee in effect, you must repair any conditions in the building structure or roofing system that are not covered by this guarantee but that GAF concludes may be threatening the integrity of the GAF Roofing Materials. Any such repairs must be performed by a GAF - certified roofing contractor. Failure to make timely repairs may jeopardize guarantee coverage. C. You may make temporary repairs to minimize damage to the building or its contents in an emergency, at your sole expense. These repairs will not result in cancellation of the guarantee as long as they are reasonable and customary and do not result in permanent damage to the GAF Roofing Materials. D. Any equipment or material that impedes any inspection or repair must be removed at your expense so that GAF can perform inspections or repairs. EXCLUSIONS FROM COVERAGE e.g., items that are not "ordinary wear and tear" or are beyond GAF's control) This guarantee does NOT cover conditions other than leaks. This guarantee also does NOT cover leaks caused by any of the following: 1. Inadequate roof maintenance, that is, the failure to follow the Scheduled Maintenance Checklists provided with this guarantee extra copies available by calling Guarantee Services at 1-800- ROOF-411) or the failure to repair owner responsibility items. 2.Unusual weather conditions or natural disasters including, but not limited to, winds in excess of 55 miles per hour, hail, floods, hurricanes, lightning, tomados, and earthquakes, unless specifically covered by an addendum to this guarantee. 3.lmpact of foreign objects or physical damage caused by any intentional or negligent acts, accidents, misuse, abuse or the like. 4. Damage to the roof constructed of the GAF Roofing Materials due to: a) movement, cracking, or other failure of the roof deck or building; b) improper installation or failure of any non -GAF insulation or materials; (c) condensation or infiltration of moisture through or around the walls, copings, building structure, or surrounding materials except where high wall GAF waterproofing flashings are installed; (d) chemical attack on the membrane, including, but not limited to, exposure to grease or oil; (e) the failure of wood nailers to remain attached to the structure; (f) use of materials that are incompatuble with the GAF Roofing Materials; or (g) architectural, engineering, or design defects or flaws. 5 Traffic of any nature on the roof unless using GAF walkways applied in accordance with GAF's published application instructions. 6. Blisters in the GAF Roofing Materials that have not resulted in leaks. 7 Changes In the use of the building or any repairs, modifications, or additions to the GAF Roofing Materials after the roof is completed, unless approved in writing by GAF. 8.Exposure to sustained high -temperature conditions: however, for systems utilizing EverGuard Extreme*TPO membrane, exposure in excess of 195° F No representative, employee, or agent of GAF, or any other person, has the authority to assume any additional or other liability or responsibility for GAF, unless it is in writing and signed by an authorized GAF Feld Services Manager or Director. GAF does not practice engineering or architecture. Neither the issuance of this guarantee, nor any review of the roof constructed of the GAF Roofing Materials or the plans for the roof), by GAF shall constitute any warranty of such plans, specifications or construction or the suitability or code compliance of the GAF Roofing Materials for any particular structure. NOTE: Any inspections made by GAF are limited to a surface inspection only, are for GAF's sole benefit, and do not constitute a waiver or extension of any of the terms and conditions of this guarantee. This guarantee MAY BE SUSPENDED OR CANCELLED IF THE ROOF IS DAMAGED BY any cause listed above as AN EXCLUSION FROM COVERAGE that may affect the integrity or watertightness of the roof. TRANSFERABILITY You may transfer or assign this guarantee to a subsequent owner of this building for the remaining term only if: 1) the request is in writing to GAF at the address listed below within 60 days after ownership transfer: 2) you make any repairs to the GAF Roofing Materials or other roofing e_ I . n r _a_ ,,., ,.,,,,,,,,,,,,,,, — neroce—, to nrpcprve The intenrity of the GAc Rnnfinn Matprialc• nnri EverGuard® No. DIAMOND PLEDGETM NOL ROOF GUARANTEE G2017-00001178 OWNER: SP SG APARTMENTS LLC, TAMPA, FL 33609 PERIOD OF COVERAGE: NAME AND TYPE OF BUILDING: SEMINOLE GARDENS BUILDING 5 UNITS 1-20 ADDRESS OF BUILDING: 1600 WEST 5TH STREET, SANFORD, FL 32771 ROOF SPECIFICATION: TFATI80 APPLIED BY: FOSTER'S ROOFING ENTERPRISES INC / BROOKSVILLE, FL AREA OF ROOF: 105.00 DATE OF COMPLETION: 12113/2017 GUARANTEE EXPIRATIONDATE: 12/13/2047 Weather Stopper. Diamond Pledge r30 YEARS SQUARES THE GUARANTEE/SOLE AND EXCLUSIVE REMEDY GAF guarantees to you, the owner of the building described above, that GAF will provide "Edge To Edge" protection by repairing leaks through the GAF roofing membrane, liquid -applied membrane or coating, base flashing, high wall waterproofing flashing, insulation, expansion joint covers, preflashed accessories, and metal flashings used by the contractor of record that meet SMACNA standards (the "GAF Roofing Matenals") resulting from a manufacturing defect, ordinary wear and tear, or workmanship in applying the GAF Roofing Materials. There is no dollar limit on covered repairs. Leaks caused by any non -GAF materials, such as the roof deck or non -GAF insulation, are not covered. GUARANTEE PERIOD This guarantee ends on the expiration date listed above. NOTE: Lexsuc& flashings are covered by this guarantee ONLY for the first ten years. OWNER RESPONSIBILITIES Notification of Leaks In the event of a leak through the GAF Roofing Materials, you MUST make sure that GAF is notified directly about the leak, in writing, within 30 days by email (preferred) at guaranteeleak@gaf.com or by postal mail to GAF Guarantee Services, 1 Campus Drive, Parsippany, NJ 07054, or GAF will have no responsibility for making repairs. NOTE: The roofing contractor is NOT an agent of GAF; notice to the roofing contractor is NOT notice to GAF. By notifying GAF, you authorize GAF to investigate the cause of the leak. If the investigation reveals that the leak is not covered by this guarantee, you agree to pay an investigation cost of $500. This guarantee will be cancelled if you fail to pay this cost within 30 days of receipt of an invoice for it. Preventative Maintenance and Repairs A. You must perform regular inspections and maintenance and keep records of this work. B. To keep this guarantee in effect, you must repair any conditions in the building structure or roofing system that are not covered by this guarantee but that GAF concludes may be threatening the integrity of the GAF Roofing Materials. Any such repairs must be performed by a GAF -certified roofing contractor. Failure to make timely repairs may jeopardize guarantee coverage. C. You may make temporary repairs to minimize damage to the building or its contents in an emergency, at your sole expense. These repairs will not result in cancellation of the guarantee as long as they are reasonable and customary and do not result in permanent damage to the GAF Roofing Materials. D. Any equipment or material that impedes any inspection or repair must be removed at your expense so that GAF can perform inspections or repairs. EXCLUSIONS FROM COVERAGE e. g., items that are not "ordinary wear and tear" or are beyond GAF's control) This guarantee does NOT cover conditions other than leaks. This guarantee also does NOT cover leaks caused by any of the following: 1. Inadequate roof maintenance, that is, the failure to follow the Scheduled Maintenance Checklists provided with this guarantee extra copies available by calling Guarantee Services at 1-800- ROOF-411) or the failure to repair owner responsibility items. 2.Unusual weather conditions or natural disasters including, but not limited to, winds in excess of 55 miles per hour, hail, floods, hurricanes, lightning, tornados, and earthquakes, unless specifically covered by an addendum to this guarantee. 3.Impact of foreign objects or physical damage caused by any intentional or negligent acts, accidents, misuse, abuse or the like. 4. Damage to the roof constructed of the GAF Roofing Materials due to. a) movement, cracking, or other failure of the roof deck or building; b) improper installation or failure of any non -GAF insulation or materials; (c) condensation or infiltration of moisture through or around the walls, copings, building structure, or surrounding materials except where high wall GAF waterproofing flashings are installed; (d) chemical attack on the membrane, including, but not limited to, exposure to grease or oil; (e) the failure of wood nailers to remain attached to the structure; (f) use of materials that are incompatible with the GAF Roofing Materials; or (g) architectural, engineering, or design defects or flaws. 5.Traffic of any nature on the roof unless using GAF walkways applied in accordance with GAF's published application instructions. 6. Blisters in the GAF Roofing Materials that have not resulted in leaks. 7. Changes in the use of the building or any repairs, modifications, or additions to the GAF Roofing Materials after the roof is completed, unless approved in writing by GAF. B.Exposure to sustained high -temperature conditions; however, for systems utilizing EverGuard Extreme® TPO membrane, exposure in excess of 195°F. No representative, employee, or agent of GAF, or any other person, has the authority to assume any additional or other liability or responsibility for GAF, unless it is in writing and signed by an authorized GAF Field Services Manager or Director. GAF does not practice engineering or architecture. Neither the issuance of this guarantee, nor any review of the roof constructed of the GAF Roofing Materials or the plans for the roof), by GAF shall constitute any warranty of such plans, specifications or construction or the suitability or code compliance of the GAF Roofing Materials for any particular structure. NOTE: Any inspections made by GAF are limited to a surface inspection only, are for GAF's sole benefit, and do not constitute a waiver or extension of any of the terms and conditions of this guarantee. This guarantee MAY BE SUSPENDED OR CANCELLED IF THE ROOF IS DAMAGED BY any cause listed above as AN EXCLUSION FROM COVERAGE that may affect the integrity or watertigntness of the roof. TRANSFERABILITY You may transfer or assign this guarantee to a subsequent owner of this building for the remaining term only if: 1) the request is in writing to GAF at the address listed below within 60 days after ownership transfer; 2) you make any repairs to the GAF Roofing Materials or other roofing or building components that are identified by GAF after an inspection as necessary to preserve the integrity of the GAF Roofing Materials; and REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:_ I I I IO 2-0 1: 4- Project Name: rY-, i no (Q Gard?AS Project Address:_ { DO St" P •t' In/ San (mod F L r Building Permit Electrical Permit #!_ 17 - 373 In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including auomey's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. S. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Se SVV41 r-irneds LLG fdtt10 _Ba, !nr KC e kc'fl,C` Pri it Name of Owner/Tenant Print r of Gin - Contractor Print Name of El. Contractor Signature of Owi /Tenant Signature of t3 •nX". --f® Signature of El. Contractor cac l 255b53 _ C C I inn "tz 5-3 Gen. Contractor License 9 El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on Rev. ovtat s) CPO' nse to Comments r OCT 0 5 2017 M City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17973 Submittal Date 61Z,:4%/7 Project Address: /6LV l6t!6-1 S /it 15-r.SQii r Contact: -...rz, -fir Ph: Z l- N/O' 9,Q2 Fax: Email: a;1/i a //au irr,6ay . h f Trades encompassed in revision: Building Plumbing Electrical f 9. Mechanical Q—L-ife Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention l'Building /e- 2 sr-0 ap=fcc i RECEIVEn ll STEPANEK-LEWIS AND ASSOCIATES CONSULTING MECHANICAL ENGINEERS CERT. AUTH. 8397 August 17, 2017 Mechanical Inspector Building Department Sanford, Florida Ref: Seminole Gardens Apt. Clubhouse OFFICE PERMIT Due to field constraints, the contractor has installed a section of 18" flexible ductwork between the unit and the main supply trunk. Stepanek -Lewis and Associates takes no exception to the contractor's field modification of the supply ductwork. Please let us know if you have any questions on this matter. Sincerely, Stepanek -Lewis and Associates 111fill,' EW D NS No. 56189 P % STATE vj OR Matthew D. Lewis, PE FL Reg 56189 2257 Twelve Oaks Way, Ste 103 * Wesley Chapel * Florida * 33543 813-991-1248 * john@stepaneklewis.com Revisio9l Response to Comments u N14 7 BY• City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17 373 Submittal Date 6 — t'q 1 % Project Address: l ko Lv 5 s I - Contact: -7 Z 1, YS 2 O 7 S I Ph: ? Z 7 - ct5 Z— OS51 Fax: Email: I R'fi•u 61 vavAh hkv. iVe-T Trad ess encompassed in revision: Lrl3uilding Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention a Building Or- !Y-0 General description of revision: Re- Pove F;00 T{ ROUTING INFORMATION Approvals Revision -d(&) Response to Comments Permit 4 / ZOZ3 h` Project Address: l &oo Contact: G Ty Ph: 7d 7— ;t019e% Email:.//z o au ii 6aT , ti L Trades encompassed in revision: Building Plumbing Electrical Mechanical Waste Water k Zo City of Sanford NOV 1 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Fax: General description of revision: iriemi . ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention El—lu--i lding