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805 Escambia Dr - BR18-004706 - ADDITIONJob Address: Parcel ID: M hm, m PERMIT APPLICATION Application No: ly - L/ J Documented Construction Value: $ HistoricDistrict: Yes NoEl...._." fees ential ommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work:. Plan Review Contact Person: Phone: / Fax: Title 6.WK 0 M, Email: "°d 7`' % Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Z2-221 V 0," t , Contractor Information Name _ t , Pi t t f`" Street: City, State Zip:. i 1 f} S . Name: Street: City, Sl Bonding Company: Address: Phone: Fax: ` State License No.: Architect/Engineer Information Phone: '-1 s L' y y ' .3 Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code 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, PS 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 ofsubmittal. 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 d wner/Agent Date Print Owner/Agent's Name Date Nikoic M Eido rkin My Gomm,saion GG 167776 Expires t'.'73/2422 Owner/Agent is Personally Known to Me or Produced ID Type of ID iature of Contractor/Agent t ate L4, Id Lze, Print Conyactor/Agent's Name L 1 711V Comm of My carom. Ex C.202, BC OeQ [rrouar naecra'sou,, a;;f Contractor/Agent is Personally Known to Me or Produced ID F, ) L--Type of ID E. (e - I ` 21/0 ^ 3X -C? BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical D Mechanical Eg'Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Sid-1 APPROVALS: ZONING: 44 1 UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes []No WASTE WATER BUILDING: Z • S • (I COMMENTS: -OK e l ` (576, (t) 4wdfW0., cts skewo,O . 61110121 Ate ff$ ead erla tr`ctrl r`c?a$c%atA4 e`aa Boundary Survey Ocl BLOCK CORNER NW CORNER OF LOT I lit FND 112* IRON ROD_ 58.0 1( 0— 1 —00 ESCAMBIA DRIVE 80'PLATTED RIGHT-OF-WAY ASPHALT ROADWAY I- — — — — 0 "' 4-0 cao,,4 iil'-r-i 3 (, ' 4 k- ' 571Sj,14) ad'j,,4_ 4-/-4 a 77.00'(D) 490-00-00"E(M) 76.88'(M) 58.00 41.00, 36.09 22.607 — — — — — — — 07 FNDl1rN894518E(M) FND 1/2" .4. - OFF IRON ROD 132.88'(M) IRON ROD 'CONC 133.00'(P) D/W .4 0.5' ON Ioz 13.4' 353'O ooC600C14C14 9 ITI CONC ESIDENCEf 805PAD PORTION OF PORTION OF 1315- LOT 4 LOT 3 BLOCK 19 BLOCK 19 NOT INCLUDED 00E. 41' NOT INCLUDED O LOT IJU BLOCK 119ala C"D W" pt q 40. 16CticzP'AID 13.9' 4'- z z ON . OR' 1 OFF FNO 1/2' FND IRON ROD N89-59-33'W(M) 76.97:M IRON1 RO0j77.00 D OFF , I 17. 00' THE :!. 12 F.R.ILEY 36.00' 2.00' 00'( P) 58.00'(P) ON ADDRESS C 2z 805 E$CMABIA DRIVE SANFORD, FLORIDA 32771 1"= 30' GRAPHIC SCALE LEGAL DESCRIPTION: (AS FURNISHED) 0 IS —30 41'OF LOT 3 & THE W. 36' OF LOT 4, LESS THE S. 12' FOR ALLEY, BLOCK 19,2ND SECTION OF SAN LAN'Tx---' ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE(S) 40, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 4, BLOCK 19, BEING N 90*00'00"E, ASSUMED LIST OF POSSIBLE ENCROACHMENTS: FENCE ALONG V4r=STLINE -FENCE ALONG SOUTH LINE IS ON AND OFF LOT PF - NQFLOOD ZONE INFORMATION DLS #: 17-06-0035 A/ C •Air Conditioner CNA •Comer Not Accasible, (FOR INFORMATIONAL PURPOSES ONLY) CLIENT #: NIA C Calculated p plat q • C.ntedine P8 Plat Book FIELD DATE: 06/12/17 CS Concrete Block PC Point ofCumatureSUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN CM concrete Monument PI Point ofIntersectionFLOOD ZONE X, AREA OUTSIDE OF THE 100 YEAR FLOODPLAIN, DRAFTER: SDS CONC • Concrete P08 Point of Beginning PER F.I.R.M. PANEL NUMBER 12117C 0070F COV Covered POC -Point ofCommencementLAST REVISION DATE 09/28107 D • Description PIP Power Pole APPROVED:BHH DE Drainage Easement PRC • Point of Reverse Curaeture DUE Drainage & Utility Esmt PRM Permanent Reference SURVEYOR'S CERTIFICATE SCALE: 1" = 30' O/W Driveway Monument ESMT Easement R Radius CERTIFIED TO: RAD Radial I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY ASFFEFinishedFoorEtaafionR&C Reber & Cap RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID FNDFoundRFDRoofedSURVEYMEETSTHEMINIMUMTECHNICALSTANDARDSSETFORTHBYTHEFLORIDALORENGILLIP • Iron Pipe UE rna UtilityEasementBOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 6J-17 FLORIDA LMeasured IM Length (Arc) WWater Meter ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND M N&DNall & Disk AN Delta (Central Angle) SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND CHAPTER NR Non - Radial Wood/PVC Fence 5J.17 OF THE FLORIDA ADMINISTRATIVECODE. CHU • Ovwhead Utility Lin Chain Link Farm ORB Official Records Book E/P • Edge of Pavement N BIL Building Setback Line P/E Pool Equipment DATE OF FIELD WORK: 06/12/17 I Sur"' IS """'d M "'91 "`4C*W . W1,06d bY diemZM." Pprde. hamrot t— .—,Od I. gagrii, ~"., endW Melds "—f- s. 1 —W, Ot- th- ft. m —,dd pis", i. a.", Me. .I. W Me -M -` .PW 4. 1— aw —No W dt.—hwi 5. , ureenaure Insot—t' . V.W— wankivaeii try M —y' unla.. S. Tt" W,.y eMuq tWt oe uW for con 7. AM p. W* or dkilleld ki.11— (if buM) — PpreAmwle THISSURVEY Is PREPARED FOR THE EXCLUSIVE USEAND BENEFIT OF THE PARTIES LISTED HEREON. LIABILITY TO THIRD PARTIES MAY NOT BE TRANSFERREDOR ASSIGNED. CA FOR ALL INQUIRIES CONTACT: D.,A Land Su—yIng, LLC 1530 Tropic Par` 14 Orlwi Sanford, FL 32773 407-V3-3716 DATE SIGNED: 06/ 13/117 DEAL LAND SURVEYING, LLC LB 8121 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE DATE DATE FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 11/29/2018 8:28:02 AM EnergyGauge<§) USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Bosox Builders 805 Escambia Drive Builder Name: Bosox Builders Street: 805 Escambia Drive Permit Office: City, State, Zip: Sanford , FL , 32711 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford County: seminole (Florida Climate Zone 2 ) 1. New construction or existing Addition 9. Wall Types(520.0 sqft .) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 520.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms BedrmS In Addition) 0(0) d. N/A R= ft2 10. Ceiling Types (448.0 sqft.) Insulation Area 5. Is this a worst case? No a. Cathedral/Single Assembly (Vented) R=38.0 448.00 ft2 6. Conditioned floor area above grade (ft2) 448 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(213.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 8 89.6 a. U-Factor: Dbl, U=0.30 213.33 ft2 SHGC: SHGC=0.18 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 45.5 SEER:14.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 56.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.180 14. Hot water systems - Replacement equipment a. Electric Cap: 50 gallons 8. Floor Types (448.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 448.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.476 Total Proposed Modified Loads: 14.04 PASSTotalBaselineLoads: 14.96 1 hereby certify that the plans and specifications covered by Review of the plans and oIAE Sr this calculation are in compliance with the Florida Energy specifications covered by this indicatesCode. calculation compliance with the Florida Energy Code. PREPARED BY: Ed WQl_f _ Before construction is completed DATE: _ this building will be inspected for 0 2018.11.29 08:31:46 --5 compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Code. FloridattStStatutes. QpwiththeFloridaEnergy WE OWNER/AGENT: _ _ BUILDING OFFICIAL: DATE: __ DATE: .___ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 3.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 11/29/2018 8:28 AM EnergyGaugeQ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4 r:r'%PKA PAnr-9n17 INPI IT All IRWARV r.I4Fr_KI IRT REPORT PROJECT Title: Bosox Builders 805 Escambia Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 448 Lot # Owner Name: Total Stories: 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Bosox Builders Rotate Angle: 0 Street: 805 Escambia Drive Permit Office: Cross Ventilation: County: seminole Jurisdiction: Whole House Fan: City, State, Zip: Sanford Family Type: Single-family FL, 32711 New/Existing: Addition Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp IV/ Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume..--.- 1 Blockl 448 3942.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 448 3942.4 No 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 60 ft 448 ft2 0 0 1 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V, # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Flat Concrete 450 112 18 ft' Medium N 0.75 No 0.9 No 0.5 4.8 ATTIC V/ # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No attic Vented 300 448 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Cathedral/Single Assembly (Vented) Main 38 Blown 448 W 0.11 Wood 11/29/2018 8:28 AM EnergyGauge4D USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 cnonn 0nnr_')n!7 IAIRI IT CI IMMARY [.14F[_KI 1ST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below m Ornt— To watt ram___ Space R-Value Ff chon ah p 1 W Exterior Concrete Block - Int Insul Main 5 16 8 8 138.7 ft2 0.5 0 0.3 0 2 N Exterior Concrete Block - Int Insul Main 5 28 8 8 242.7 ft2 0.5 0 0.3 0 3 E Exterior Concrete Block - Int Insul Main 5 16 8 8 138.7 ft2 0.5 0 0.3 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.3 0.18 N 53.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 2 Vinyl Low-E Double Yes 0.3 0.18 N 133.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 E 3 Vinyl Low-E Double Yes 0.3 0.18 N 26.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000168 197.1 10.82 20.35 .0656 3 HEATING SYSTEM System Type _ Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat/None (Bas None COP:1 56 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/None (Baseline a Split SEER: 14 45.5 kBtu/hr 1520 cfm 0.85 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Exterior 0.95 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 11/29/2018 8:28 AM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 cnC>ne DnnG_On17 INIPI IT CI IMMARV f_HFCKI IST RFPORT DUCTS Supply Return ---- Air CFM 25 CFM25 HVAC # V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 8 89.6 ft2 Attic 22.4 ftz Prop. Leak Free Main cfm 13.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[[ ]] Jan Feb jMar Apr May Xj Jun [[Xj Jul Aug Se j Oct jj Nov Dec He [X] Jan fX Feb X] Mar f Apr f May Jun [ ] Jul Auri Sep Oct Nov Dec Venting [[ ]] Jan Feb XMar X] A r [ Ma Jun [[ j JulE Aug Se X] Oct X]] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM_ Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 - Electric Strip Heat 0% 1 - Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Ibs/s ft. 0 ft2 0 ft 0.3 Main 11/29/2018 8:28 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. Addition 12. Ducts, location & insulation level a) Supply ducts R 8.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 8.0 c) AHU location Main 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 0 13. Cooling system: Capacity 45.5 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/GOP 6. Conditioned floor area (sq. ft.) 6. 448 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.300 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.180 14. Heating system: Capacity 56.0 c) Area 7c. 213.3 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP 1.0 a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.95 b) Gas fired, natural gas EF 10, Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 5.0 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 2. Masonry (Insulation R-value) 1062. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. b) Cross ventilation No b) Single assembly 11b. 38.0 c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT 1 certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 805 Escambia Drive City/FL Zip: Sanford , FL 32711 11/29/2018 8:28:11 AM EnergyGauge& USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 805 Escambia Drive Permit Number: Sanford , FL , 32711 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402A.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489. 1 05(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 11/29/2018 8:28 AM EnergyGauge& USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. Q R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193, El R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1YC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 11/29/2018 8:28 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). El R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics. crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 11/29/2018 8:28 AM EnergyGaugeQ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. El shall Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 11/29/2018 8:28 AM EnergyGauge4D USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatorWe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 11/29/2018 8:28 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Bosox Builders 805 Escambia Drive Builder Name: Bosox Builders Street: 805 Escambia Drive Permit Office: City, State, Zip: Sanford , FL , 32711 Permit Number: Y U Owner: Jurisdiction: w Design Location: FL, Sanford U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 p shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped, shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind p*Q*ng and whr4na- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover olates and walls or ceifinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 11/29/2018 8:28 AM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft, Manual S Compliance Report Entire House Phone: 9123769638 Fax: 8885441223 Email: energycalcsplus@aol.com Project• • For: 805 Escambia Drive, Sanford, FL 32711 Cooling Equipment Design Conditions Job: Bosox Builders 805 Esc... Date: Nov 26, 2018 By: Energycalcsplus Outdoor design DS: 91.9'F Sensible gain: 35074 Btuh Entering coil DB: 76.5°F Outdoor design WB: 75.3'F Latent gain: 4449 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0'F Total gain: 39523 Btuh Indoor RH: 50% Estimated airflow: 1520 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Model Actual airflow: 1520 cfm Sensible capacity: 40000 Btuh 114% of load Latent capacity: 5500 Btuh 124% of load Total capacity: 45500 Btuh 115% of load SHR: 88% Heating Equipment Design Conditions design DB: 20.2'F Heat loss: 50871 Btuh Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type Manufacturer: Actual airflow: Output capacity Elec furnace 1520 cfm 55724 Btuh 1101/6 of load Meets all requirements of ACCA Manual S. Entering coil DB: 68.9'F Temp. rise: 33 °F wr gh1tsoft` 2018-Nov-29 08:27:16 w Right-SuiteO Universal 2018 18.0.16 RSU19553 Page 1 loads\Bosox Builders 805 Escambia Drive (1).rup Calc = MJ8 Front Door faces: N p wrightsoft` Building Analysis Entire House Job: Bosox Builders 805 Esc... Date: Nov 26, 2018 By: Energycalcsplus Phone: 9123769638 Fax: 8885441223 Email: energycalcsplus@aol.com Project• For: 805 Escambia Drive, Sanford, FL 32711 Location: Washington R. Reagan AP, DC, US Elevation: 10 ft Latitude: 39°N Outdoor: Heating Dry bulb (T) 20 Dailyrange (T) - Wet bulb (T) - Wind speed (mph) 15.0 Cooling 92 16 (M 75 7.5 Component Btuh/ftz Btuh of load Walls 11.1 20164 39.6 Glazing 27.8 9082 17.9 Doors 19.4 737 1.4 Ceilings 1.4 1892 3.7 Floors 4.7 6206 12.2 Infiltration 2.6 5135 10.1 Ducts 7656 15.0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 508711 100.0 Component BtuhV Btuh of load Walls 4.6 8361 23.8 Glazing 27.5 8984 25.6 Doors 11.8 447 1.3 Ceilings 1.3 1659 4.7 Floors 0 0 0 Infiltration 0.4 871 2.5 Ducts 7621 21.7 Ventilation 0 0 Internal gains 7130 20.3 Blower 0 0 Adjustments 0 Total 1 1 350741 100.0 Latent Cooling Load = 4449 Btuh Overall U-value = 0.159 Btuh/ftz-°F Data entries checked. Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (T) 50 17 Relative humidity (%) 50 50 Moisture difference (gr/lb) 42.6 41.0 Infiltration: Method Simplified Construction quality Average Fireplaces 0 e • WdIs Irterd Gins Duds 3adrg iftraicn Qha k . wrri ,ghtsoft, 2018-Nov-29 08:27:16 Right -Suite® Universa12018 18.0,16 RSU19553 Page 1 loads\Bosox Builders 805 Escambia Drive (1 ).nap Calc = MJ8 Front Door faces. N wrightsoftn Project Summary Entire House Job: Bosox Builders 805 Esc... Date: Nov 26, 2018 By: Energycalcsplus Phone: 9123769638 Fax: 8885441223 Email: energycalcsplus@aol.com For: Notes: 805 Escambia Drive, Sanford, FL 32711 Design Information Weather: Winter Design Conditions Outside db Inside db Design TD 20 OF 70 OF 50 OF Heating Summary Structure 43215 Btuh Ducts 7656 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 50871 Btuh Infiltration Method Construction quality Fireplaces Washington R. Reagan AP, DC, US Simplified Average 0 Heating Cooling Area (ft2) 2198 2198 Volume (ft') 17584 17584 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 94 47 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily range M Relative humidity 50 Moisture difference 41 gr/lb Sensible Cooling Equipment Load Sizing Structure 27453 Btuh Ducts 7621 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 33986 Btuh Latent Cooling Equipment Load Sizing Structure 2507 Stuh Ducts 1942 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4449 Btuh Equipment Total Load (Sen+Lat) 38435 Btuh Req. total capacity at 0.88 SHR 3.2 ton Cooling Equipment Summary Make Trade Cond Coil AHRI ref 1 AFUE Efficiency 56862 kW Sensible cooling 55724 Btuh Latent cooling 33 OF Total cooling 1520 cfm Actual air flow 0.030 cfm/Btuh Air flow factor 0 in H2O Static pressure Load sensible heat ratio 11.7 EER, 14 SEER 40040 Btuh 5460 Btuh 45500 Btuh 1520 cfm 0.043 cfm/Btuh 0 in H2O 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrignCsotFt' 2018-Nov-29 08 27 16 Right -Su ite<& Universal 2018 18.0.16 R SU19553 Page 1 loads\Bosox Builders 805 Escambia Drive (1 ).rup Calc = MJ8 front Door faces: N Job M Bosox Builders 805 Escambia Drivil Performed by Energycalcsplus for: 805 Escambia Drive ISanford, FL 32711 Phone: 9123769638 Fax: 8885441223 energycalcsplus@aol.com Scale: 1 : 88 Page 1 Right -Su ite(& Un i ve rsa 12 018 18.0.16 RSU19553 2018-Nov-29 08:27:43 Iders 805 Escambia Drive (1).rup LEVEL 2 UP EXISTIN( TIE NEW DUCT BACK TO EXISTING PLENUM Job #: Bosox Builders 805 Escambia Dri Performed by Energycalcsplus for: n 805 Escambia Drive ISanford, FL 32711 Phone: 9123769638 Fax: 8885441223 energycaicsplus@aol.com Scale: 1 : 88 Page 2 Ri g ht-Su itet Un i ve rsa 12 018 18.0.16 RSU19553 2018-Nov-29 08:27:43 Iders 805 Escambia Drive (1).rup Duct System Summary Endre House 8O5EncambiaDrive, Sanford, FL32711 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating OinH2O 0inH2O O inH2O 0.000/ 0.000 in H30 U in/ 1 O0ft Job: aosnBuilders mmEsc Date: Nov es.2o18 By: Energycalcsplus Cooling 0 inH2O 0 inH2D O inH2O 0. 000/0. 000 in H20 0 in/10ft Design Htg Cig Design Diam HxW Duct Actual Ftg.Eqv Name Btuh) cfm) cfm) FIR in) in) Matl Ln (ft) Ln (ft) Trunk Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) HxW in) Stud/ Joist Opening ( in) Duct Matl Trunk ooldlitalic values have been manually overridden umo-No°e oou .m Rig m'o"ue(&un*aoa/ uom,00,onoo1en3 loads\Bosox Builders 805 Escambia Drive ( 1).rup Calc = MJ8 Front Door faces: N Ln Q_ DO a-- 0 /c C:) SIDE -HINGED FIBERGLASS DOOR UNIT c CD 8'-0" DOUBLE DOOR WITH WITHOUT SIDELITES 9' MAX OVERALL FRAME WOT,,4 — - ---- CSC z:J 2? VIAX 36,375- mAx MXFANLLWiD7P —1 A37 j V) VAl -RiNG `0 L ccIE '_ATFO FOR 'OSF IN tOCATIONS AO;J, 0) rL LuTHECR0A91,)JNG 1,3,00E AND WT"Pi PR_ REQUIRE, ME14TS AS DERMINtC' 6y ASCE, 7, MINIMUM fitli- l"AWSAND CTkER -TRJ07JRES, DS;CN LOAD FOF EED ! HE DESI',;N PRtSSJRLS LISTEC DOESNO] Exc, 2, WHEN INSIALLED ;N WE H CH VELOCITY HURRICANE ZONE HURRICANE PROTEC11VL SYSTEM (S4UrFRS) I$' REWIRED C) fj) 3 A WHENINSTLJ,L) IN IHI,. WIND-BORNE DEEIRG RFCION, EXICIUDINGT- F HIGH1 VFtGCITY HURRICANE ZONE (I-1/11Z), HURRICANE JRRICANEZCTWE SYSTEM 6NOT REQUIRLI) ON OFIAQU- PANELS W:r H IMPACT GLASSeJUT :S REQUIRED PANELS OR ONPAN, t S WITH 14ONIMPACT GLASS, 4 1`0YURETHANF COPF rtAMF SPREAD INDEXOF 50 AND SMOKE OF-VEtOPE 0 INDEX OF 60 PER AS-M [54 :2 POI YSTYRENE CORF RAMT SPREAD INDEX OF 15 0 c AND SMOKE DEVE-OPED SNOEXOF115PERASTMEr14, 5 P1 ASTICS TFST W Or IIPFIII,ASSFA IN E) TEST DESCRIPTIONDtSGNATiON RESULT 2 > 650 , ' F RATc OF BURN ,iG ASTM D635 0 56 IN/MIN v Z53.4% E 'T N TH' 'IFF C, TFNI i T, ASTM. D638; 3 27 D6. PLAST!CS Tr_STING OF LITE FRAME kA TERIAL. Q ESTDE SCRiPFJON DESIGNATPON RESULT T < SF! FNjTiONTEMPAS0192977 > PAT'_ OF -3LRNINI, 0_6j5 7 '!NI M.11 3: z! 3: iSMOKE DENS Ty AS_M D28 3 1347 AdIinWoMM u cn com 1 DOUBLE.. DOOR_ 7ENSILE S-RENGTH' ASTM 068 - i 50% DITFIviCOMPARATIVETEE-14 ZILE STRENGTH AFTER 'WFATHERIN(, caksimw. NicIsZ5; z 4500 14OURS XENON ARC METHOD I Nmwd7 IMPACTG;.AZ NG .AM NA7E M.AM VADE SCCO NOA 09 0127 13 D* R-wift 9/1 i ! I _}w z j. u u it not S)N E 00 IR OW P iiNJ7 SiNGI E DOi7R UNr7 Sl NG L E 20DR UNIT $N L QQF_LtN_-'TiTAM OF CCNTENTS j-7777-- SHEE #1 I" FSCP PTION i 1TIPICAL FtFVAF,ONS & CFNFPAt NOT.7S 2 , ALNCHORiNG LOCATIONS & ftlAlS 3 ANCHOWNGIOCAT,ONS & DFTA_LS__ 5ckf N, 7, S DWI. BY SWS ClK W KURT BALTHAZOP FLOWA S- EF 3 8 .2 , # 8 " 2-1/2„ ETA "D" 10 x 2" 10 x 5/8" 1--#10 10 x f I f- x 314 2x 0 124" ANIEAUD FRAME / DOOR r,090" 0 12a ANNEAHC, TYPICAL 1 375" 1 75" T jNSVW,JG----,HRFSH-QLD OITSWING -'H^CSHOLD ---/S --K-E-SHOLD DOW 832 SE[ DC7 x 2-1/2' DaX fi%vw!a ASTRAGAL RETAINER BoHOLE m UST BE DRILLED THROUGH THE THRESHOLD & INTO THE ET ALAST STRJC-URE DIEEP ENOUGH Al AST R AC, 7 ALPF'TAINFR 90L A 1.375" THRO"N S7, RiKE` PLA-11- To -RAME As OE"TAiL "E" A.SlHAGA I. I 14= DEC-0114IWI IN'kll T 0124' " MI, DOW 532 116 - 1 '2 ivoiCAL GLAZING l)---TAi; GLA; S Dow 832 Y- DOW 832 i Fri_ (,-:AZiNG DETAIL OAT: 1/5/07 E NIT S. D* 8y SWS sw ri 2 oc 3 SEC D'74 E" SH-1 2 o 17) c , SHT ATTACHMENT DETAIL "F" SHT 2 ORANCHORANALYS'S ; LOADiNG CC)N-JITIONS 7-REDARFD, SIGNED AND SEALED BY LJS R. LOMA, PC FLOR;DA #62514 V;177_, 'hC LOWEST (LEAS:) FASTENER RAPNG FROM THC DIFFERENT 25' ITI ;7AS:.NLRMIN 0 2t" BEINGCONSIDEREDFORUSE, JAMt HEAD,AND MAX 7 SHIM THRESHOLDrASIENERSANALYZE"D FOR THIS UNJI INCLUDE ---j To WOOD scpF'ddS OR 3/16" IAPCONS. A PHYSICAL SHIM MUST BE P;ACF[) !N SHIM SPACE AT EACH ANCHOR LOCATION. TAPICON FDGl-- DISTANCE VN 2-518". .1 4;- 2, MULLIONS TO BE 2 112" X 4_5/8" SjRL)r'-Uf-Aj GRADE T'DICAL MASONRY FJ PNF ON CO" TINUCJS HEAD AND SI-1 UNTS, LACK TOANCHOR -INSTAI L ON BACK JAMB UNITS JOINED WITH I X 1/2 LONG CORRUGATED FASTERNERS LOCATED 3" FROM EACH END AND MAX 7" O.C. OR #10 X 2" FLAT HEAD WOOL) SCREWS LOCATED 6" FROM, EACH END AND MAX 12" O.C. 3, Tf ' E WOOD SCREW S)NGIF SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NUA R SOUT ERN =INF LjV0--,7 Ab ACHEIVEMENT OF 1-1/2" MNIVt - jM Ff,19Fr)MFNT. THE TAPCON MUST ACi-•IEV- MINIMUM -M91FDIVIFNT OF i 1 '/4 11 4 W00ill E3LJC;K' S HY OH,,S VJST BE PR0T7'F-R;-y TO TRANSFER:_CADS 10) ST-JCTURE. MINIMUM DESIGN VALUE STRtNGJH, OF AN(I"HORS 171 LB'-. 3" 025 MAX CL fYPK, AL WOOL; Hi '* ; CK AI ANON NSTA! I - I N Ad*dffltWMcs*ND: Il l ic, c Revd 8q: - Dale Rww*ea-,, 1, K'VViKSET SLR'LS 400 GRADE J CYLINDRICAL UJCH AND SERIFS 980 ',TRADE 1 DEAD'-OCK HARL)WARE TO CC INS'-ALL,--o AT 10-1,12 CENTERL,NE, Ia. KWKET SERIES 4("0 GRADF . 5 YUNDRICAL LATCH AND SERIES 980 GRADE' I DEADLOCK HARDWARE TD BE INSTALLED AT 5-1/2" CENTER-INC MINIMUM Vill'i 8" GRADE I ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACIIVE DOOR PANEL - ( 1) AT TOP AND (1) AT 2 4' X FJLIMCR 7SF BUTT 11' iGFS CIL 0 V) Lj vi Z c,--E 1/ 5/ 07 i S. sws MA F:0161-071 m '5 o2 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA _ www.miamidade.Qov/economy Kaycan I Memorial Drive. Richford, VT 05476 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model SP-600 16"Aluminum Vented Soffit APPROVAL DOCUMENT: Drawing No. KAY0003, titled 11SP-600 16" Aluminum Soffit — Vented", shects I through 4 of 4, dated 12/27/2011, with revision 2 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amorusa, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, Pointe -Claire, QC, Canada and following statement: "Miami -Dade County Product Control Approved", per FBC 1710.9.2 and 1710.9.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0612.15 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-1021.01 Expiration Date: June 1, 2021 Approval Date: February 18, 20164Lt' Page 1 KRycan NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 15-0612.15" 1. Drawing No. KAY0003, titled 11S.P-600 16" Aluminum Soffit — Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 3 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitted under NOA # 05-0802.03" 1. Test report of Cyclic Load Pressure Test per TAS 203 and test report of Uniform Static Load Test per TAS 202 on Aluminum Soffit SP-600 prepared by Architectural Testing, Test Report No. 55982.02-122-1.8, dated 07/18/2005, signed and sealed by S. M. Urich, P.E. 2. Test report of Tensile Test per ASTM E8 on Aluminum Vented Soffit, prepared by Architectural Testing, Test Report No. 55982.03-122-18, dated 04/26/2005, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS "Submitted under NOA # 12-0124.04" 1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/27/2011, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 05-0802.03" 2. Anchor calculations prepared by 11. R. Engineering, fnc., pages 1 through 3, dated 07/25/2005, signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0612.15" 1. Statement letter of code conformance to 5"' edition (2014) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 03/17/2015, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 12-0124.04" 2. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Arnoruso, P.E. Submitted under NOA # 11-0325.03" 3. Distributor agreement dated 04/25/2011. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-1021.01 Expiration Date: June 1, 2021 Approval Date: February 18, 2016 E-1 KAYCAN BUILDING PRODUCTS ASP-60016"ALUMINUMSOFFIT - VENTED INSTALLATIONANCHORAGE DETAILS GENERAL NOTES: 1. TAB PRODUCT HAS BEEN TESTEDAND DESIGNED TO COMPLYWITHTHE CURRENTEDITION OF THE FLORIDA BUILDING CODE (FBC) - BUILDING AND RESIDENTIAL VOLUMES INCLUDING THOSE SECTIONS OF THEFBC PERTAINING TOTHE HIGH VFLOC17Y HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATEDHEREON. THEPRODUCT WASTESTEDTO TAS-202 ANDTAS-203. IMPACT TESTING TO TAS-201 ISNOT REQUIRED FOR SOFFIT, STRUCTURAL TEST RESULTS BASED ON TAB 202 WERE DIVIDED BY 1.5AS REQUIRED BY THE CURRENT EDITION OFTHE FSC - BUILDING AND RESIDENTIAL VOLUMES. 2. THEPRODUCT DETAILSCONTAINED HEREINARE BASED UPON SIGNED AND SEALED ARCHITECTURAL TESTING REPORT 85598242-122-18, INCLUDING ASSOCIATEDLABORATORY STAMPED DRAWINGS. INSTALLATION NOTES: 1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. 2. INSTALLATION ANCHORS SHALL BE ASSHOWNON THE BATTEN INSTALLATION' AND 'SOFFIT INSTALLATION' SECTIONS ON SHEETS 3AND 4. 3. MINIMUMEMBEDMENTAND EDGE DISTANCEEXCLUDE WALL FINISHES ONCLU DING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SOW% 3. ADEQUACY OF TIN: E)USTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING 4. FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE USE 08 xT WOOD SCREW OR 08 x 3' TAPPING SCREW. CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE PLACE ONE SCREW PER LOCATION ANDMAXIMUM 24' AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. O.C. ALONO BATTEN LENGTH. 4. OVERHANG RECEIVINGALUMINUM SOFFIT SHALI. BE CHECKEDFOR STRUCTURAL INADEQUACY, S. FOR INSTALLATION OFSOFFITTO BATTEN USE0.12' CRACKS OR DEFECTS THAT SHALL BE ELIMINATED. DIAMETERx 1-1/2' LONG SMOOTH, SCREWORRING SHANK ROOFING NAIL WITH 3/S' DIAMETER HEAD, 5. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 5. ALL FASTENERS SHALL HAVE CORROSION RESISTANT EDITIONOF THEFLORIDA BUILDINGCODE - BUILDINGAND RESIDENTIAL VOLUMES ANDTHE COATINGS OR BE MADE OF CORROSION RESISTANT MANUFACTURER'S INSTRUCTIONS. MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS 8. SITE CONDITIONS THAT DEVIATE FROM THE DETAILSOF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. LABELED INACCORDANCE WITH THE CURRENTEDITIONOFTHE FLORIDA BUILDING CDDE BUILDING AND RESIDENTIAL VOLUMES. 8. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES. 8A. 9.7 SQ INCHILMM FT. BILL OF MATERIALS ITEM DESCRIPTION MATERIAL I SP-600 16" VENTED SOFFIT ALUM. 3004-1-119 2 F—CHANNEL ALUMINUM 3 6" FASICA ALUMINUM 4 0.12" 01AMETER x 1-1/2" LONG ROOFING NAIL WITH 3/6" DIA, HEAD, USED TO ATTACH SOFFIT TO BATTEN STEEL 5 6 x 3" WOOD SCREW OR #8 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL 6 2„ x 2" WOOD BATTEN I WOOD ALUMINUM SOFFIT SPECIFICATIONS: I. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED BY ALUMINUM PRODUCTS, $075 TRANSCANADA HWY. POINTE•CLAiRE. OC HBR 184, CANADA 2. SP•S0018'SOFFIT-VENTED 2' 1. MATERIAL: ALUMINUM 3O04-H19 2.2. WALL THICKNESS: 0.015' 2.1 PANEL LENGTHS: 12'-('LONG 3. TRIM 3.1 F-CHANNEL 3.1.1 MATERIAL: ALUMINUM 3.1.2 WALL THICKNESS: 0.022' 3.2, FASCIA 3.2.1 MATERIAL: ALUMINUM 3.2.2 WAtL THICKNESS: 0.022 1 1izlal l PRl?OLK'TRFJ F7YlD d - Regyywlrii1s1Mti Giw /5-1/ TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, B.O.M. AND D.P. CHART 2 APPROVED SOFFIT PROFILE AND COMPONENTS 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION DESIGN PRESSURE (PSF) RATING SOFFIT MODEL DESIGN PRESSURE (PSF) SP-600 16" ALUM, VENTED SOFFIT W/F—CHANNEL +55.OPSF/-35.Opsf DSOPUm REVL78D oowoYkv w t* ONaww" Cob N1aid Aomphnm No Ay. PfoAM Omwo Row J. mw , P.E- P.d" P.E." . "M 21 1 PANE 1.102" - 125" -- 4" 0.045" 1.84 a° o° a°a 2" MAX. LENGTH a°a a °Q O° a° 0°Q Q°a Q° 00° Q o Q°a a° 1 a°o a°a n-. 12" --jt-- 375" 16,515" 963" 5.294" 5,125" A.272" .861" 0.251" 335 375" 1.102" -_. 0.381' x 0.015 RIB EMBOSS ASP-600 6" VENTED SOFFITrAURMHUlI3004-N19 0.013' RflCN 6" 1.25" 3 ,1Lu4Grx1M 0.022. TWICK ....- 1.438" 442" 75" 2 E- ativai ao2x• nucx PROniK"r RFJIFWL$D eonpyl+witOn FIaIY 9eiiw Cev Aawpw l4 N y s 5 a 0 FpODt)CI aL'tfs6D reunw+f4M wAL 1lsFbW ftW4J.'h)41.6,'P.6. FiDd" P.E. No. 40762 a t cy r » 21 1 /2" MAX. WIDTH 7 1 J2' 4" MAX. MINIMUM SOUTHERN PINE 10" MAX. O.C. O.C. O.C. TIMBER FRAMING 0 24" O.C. a 8 x 3" WOOD SCREW OR a TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. FASCIA WALL o38x3" WOOD SCREW OR TAPPING SCREW, BATTEN ATIACHMENT FASTENER SPACED b2x2BATTENS24" MAX. O.C. TYPICAL n I- O ix _ 8 I MIN, EMBED q 4 tb" ALWANUM SOFFIT f-C,`WJNEI44 O xz a 10" MAX OO:CSPACING k a GIALONGSOFFITLENGTH MINIMUM SOUTHERN 24• _ _ _ PINE TIMBER FRAMING pwmr4 COO wcoeFlarte Nn 14 b 2 x 2 BATTENS 16• MAX. G.C. SPACING -.._._ iia4eCkwuA TYPICAL, RcEMJ. N-0, P.E Fb4ft P.E. Na 40702 1/111tlN I pM..... 0 O yj0 H N8F.:9,,' 8 x 3" W000 SCREW OR ' INSTALLATION NAILS aCt NO 497521TAPPINGSCREW, BATTEN e•i+•1sATTACHMENTFASTENERSPACED 24" MAX. D.C. A INSTALLATION CRASS SECTION a y,,1J\IJ 3 lo^AND Irs0FPrr i"* TATE DF *W OtS 'Y.lOR19P.• aD E q s 21 1/2- MAX. SOFFIT WIDTH BAIT£N BATTEN BATTEN EN a O I I I WALE 3 8 O L o LO a o II I W I I I I I o I I I I I I SOFFIT INTERLOCK In? a, y1LQ3a bI — — E-o-}- I powG INSTAILAIION I NAILS I I 11I I I SOFFIT INTERLOCK I II II I I6' NW. O.C. SPACM I I PWAIi[T Y8VL91BD0060ft . I I I I 16' SOFFIT IilkCif AoowpWM F- CHANNEL O2 RFoobod J. Am.... P.E. 7b2b1FllljG'. O FASCin x 22 BA17EN Q17Zom: 4499 7^5li INSTALLATION CROSS SECTIONswum MvMi I' 9: A1#Y'ANO1M$0177T' 2I"p/ AewW"lb. O•. STAT£ OF ;4/ 5/4/2018 Florida Building Code Online im' W"m iiii BCIS Home Log Out User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search i J' Itr.At ;, Product Approval USER: Jason Kantola, JELD-WEN, Product Manufacturerr Product 8R12roval Menu > h an gg l2QIications > Application Retail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL14104-R16 Editorial Change 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method i Option A Year 2008 Date Submitted 04/23/2018 Date Validated 05/01/2018 Date Pending FBC Approval https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwhRpKSfNIgx1 Yu8CKDJRgAeDjIFDgTiBzfQaie%2bUyMXUa7W6KxiyFIU%3d 5/4/2018 Florida Building Code Online Date Approved 05/03/2018 Summary of Products FL # Model, Number or Name Description 14104.1 1 Builders Vinyl (V-2500) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 14104.2 Builders Vinyl (V-2500) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 14104.3 Builders Vinyl (V-2500) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 14104.4 Builders Vinyl (V-2500) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 14104.5 Builders Vinyl (V-2500) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: 14104.6 Builders Vinyl (V-2500) Limits of Use _ ..... Approved for use in HVHZ: No Tilt Single Hung 48" x 77" Annealed Insulated Glass Certification Agency Certificate 4$YZ7 p f Quality Assurance Contract Expiration Date 10/04/2021 Installation Instructions Fl_14104 P16 j1 r Viny 0L5 F C Ins ilis 4 x§_77 ' 2Q17-0 -1 pff Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes Two Wide Tilt Single Hung 84" x 57" Annealed Insulated Glass Certification Agency Certificate FL14104 R1 CA _R P; AQ x51j2 f Quality Assurance Contract Expiration Date 08/28/2021 Installation Instructions FL 14104 P FjjiRPCSQ- 4x 7 In tall ion Instruction.p(lf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14z04 RAC A _PER °( /L.Mff Created by Independent Third Party: Yes Three Wide Tilt Single Hung 108" x 74" Annealed Insulated Glass Certification Agency Certificate 3x74.p if Quality Assurance Contract Expiration Date 01/26/2021 Installation Instructions FL14 4 R. I - Triple T `H H P n5 1 x74 S)N12 12- Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Three Wide With Center Picture Tilt Single Hung 109" x 74" Annealed Insulated Glass Certification Agency Certificate FL241 4 R A X 7X R-P `i - 9x74.pc01 Quality Assurance Contract Expiration Date 01/29/2022 Installation Instructions FL141 4 R I X X P-PC—SQ 109x74nfityjl i n. r: ti n.p1f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FLI4.1QA4 R2,_A PER_ 077:I!df Created by Independent Third Party: Yes Tilt Single Hung 36" x 84" Annealed Insulated Glass Certification Agency Certificate FL141 4 (jA PEx pc)f Quality Assurance Contract Expiration Date 12/20/2019 Installation Instructions f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Tilt Single Hung 52 1/8" x 75" Annealed Insulated Glass Certification Agency Certificate F 141 4 Rl(. C R-P 5Q52 1z505 p If https:llfloridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgsKhgANvDgZwhRpKSfNlgxl Yu8CKDJRgAeDjIFDgTiBzfQaie%2bUyMXUa7W6KxiyFIU%3d 5/4/2018 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 14104.7 Builders Vinyl (V-2500) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-40 Other: 14104.8 Builders Vinyl (V-2500) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-55 Other: Quality Assurance Contract Expiration Date 05/13/2022 Installation Instructions FL142 4 R16 II R-PG50- 1112505505 liEjLtallati n in tructions:pj f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL 4 4 f EA PER 3QZIpOf Created by Independent Third Party: Yes Tilt Single Hung 48" x 72" Annealed Insulated Glass Certification Agency Certificate Quality Assurance Contract Expiration Date 06/25/2023 Installation Instructions FL141 4 R II R-P " "-4 x7" DP- 4 n" 11 14n In -tr c i n, p) Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Tilt Single Hung 36" x 72" Annealed Insulated Glass Certification Agency Certificate Quality Assurance Contract Expiration Date 09/09/2021 Installation Instructions FL14 4 R-t) II Bldr Vfnyi T. H BC ;6x72_AT d1L1 -,1 IId€ FL141 4 R II BI r Vimy T4H F Gx72 S 1 1C 2 PLf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 4 Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone 850-487-1824 The State of Florida is an AA/EEO employee Copyright 2007-2013 State of Florida.:: Pr(v y 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, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: b Credit Card Safe https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwhRpKSfNlgxl Yu8CKDJRgAeDjIFDgTiBzfQaie%2bUyMXUa7W6KxiyFIU%3d Validator / Operations Administrator) JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantola AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION En 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-PG50*-2130x1448 (84x57)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL TWIN TILT SH (FIN) FRAME SASH JELD-WEN Windows & Doors 9567 PVC)(O/X.O/X)(OG)(INS GL) 2130 mm x 1448 mm 1000 mm x 718 mm Code: JW MODIF)(REINF)(TILT) 7'0" x 4'9") 3'3" x 2'411) ASTM) 2. This Certification will expire August 28, 2021 (extended from August 28, 2016 per AAMA 103-15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: National Certified Testing Laboratories Report No.: SJW2012-185 Date of Report: September 17, 2012 Date: May 4, 2016 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification 4— -A 4-;U- oci d Laboratories, Inc. Authorized for Certification Tt" AmeriV Architectural Manufacturers Association O.C. T1RUN r assmAND ow MEET" PAL WNNW wo, (84• ,ux.) I TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For two (2X) wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hermes F. Norero, P.E. This schedule addresses only the fasteners required to anchor the Reason: I am approving this document 1 7 1A-Wtk%0% window to achieve the rated design pressure up to the size limitations Date: 2014.09.%' i noted. It is not intended as a guide to the installation process and does *% i not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions ; packaged with the window or go to 7 www.jeld-wen.com/resources/installation. DISCLAIMER: T T fFz. This drawing and its contents are confidential and are not to be OooA reproduced or copied in whole or in part or used or disclosed to others 'i except as authorized by JELD-WEN Inc. 398 , ° 338 1 112" MIN. £MBEDMENT 2"x4" MIN. DISTANCE FOR EDGE3/4" 1/4" MAX SHIM SPACE 1 112" FRAME SECTION (TYP) EMREC VERTICAL SECTION f#'F [wA 4 r"un. FkJ'^9 fiorge b wwd OK^'9 .: 1/4" MAX SHIM SPACE NAIL FIN INSTALLATION MIN. DISTANCE JAMB SECTION (TYP) HORIZONTAL SECTION NOTE. Caulk bt we Nailing FW ,9e d Wa"d OpMnq MIN DISTANCE FORFOIL ED6£,3/4" " Max Frame I DP RATING IMPACT 2"x4" 84 x 57 50/-50 NO 1 112" MIN. EMBEDMENT General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. PRO)ECr ENGINEER: DATE: 3737 Lakeport Blvd07/17/2014 IjrL; Mj. DRAWN BY: SCALE: J , jrWWE j KlamathFalls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 CHECKED BY: TITLE: APPROVED BY: Builders Vinyl Tilt Single Hung Two Wide WON O IDENTIFIER No, PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET SJW2012-184/ 1 5-FBC 00 1 OF 4 4' O.C. MAX. 4- YA7LFROMTHOUFRANKI-CoRNFAS ARDSiAN i/INDS AN 1425' o.c. AWL INRUFRAME 2' o.C. ARM AND REiOM AEE7RW RAIL i Ii ROOM WWM ($4- MAX) TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For two (2X) wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. 71C DISCLAIMER: 1 This drawing and its contents are confidential and are notto be reproduced or copied in whole or in part or used or disclosed to others 11] except as authorized by JELD-WEN Inc. 39e 1 NNN%%G IIt1)1j///I MIN. DISTANCE FOR ED6£: 3/4" 3 PM i1/2" MIN. EMBEDMENT AX SPACE FRAME SECTION (TYP) VERTICAL SECTION 25" MAX 1 1/2° MIN. EM8EDMENT MIN. DISTANCE FOR EDGE: 3/4" THROUGH FRAME INSTALLATION JAMB SECTION (TYP) HORIZONTAL SECTION 3 11/ 2" MIN. EMBEDMENT Max Frame ©P RATING IMPACT FORE 3'/ 84 x 57 +50/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. i O j 7 PROJECT ENGINEER: DRAWN BY: D. Vezo CHECKED BY: T T ,• s J ' W APPROVED BY: PART OECI too. sse IDENTIFIER DATE: 3737 Lakeport Blvd 07/17/2014 SCALE: JMD"WENKlamath Falls, OR. 97601 NTS Phone: (541) 882-3451 TITLE: AND Builders Vinyl Tilt Single Hung Two Wide REV: Vu ISHEET 20F4 i I e Ole.i1m It" — — i I r MAX. I 1Y06PAN IIWStAM iL2S" O.C. VAX nMU111E r o c. AYOVE AMeclowmwuoi MAK I i I I I WM M WIM (84- MAX) TYPICAL ELEVATION WITH FASTENER SPACING I i I I II Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into the masonry at each location with a 21/2" min from edge distance (min. = 3000psi). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wail conditions. For the complete installation procedure, see the instructions 4 packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 390 WN "ISTANCE FOR EDGE'. 2 112' MASONRYBLOCK 1 -- MIN. EMBEDMENT 25' MAXSHIMSPACE FRAME SECTION (TYP) VERTICAL SECTION 25' MAXSHIMSPACE 111' MIN EMBEDMENT MIN DISTANCE FOR ED6E'. 2 1/2' MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT 3 25" MAX SHIM SPACE MIN. DISTANCE V FOR £b6E, 2 1/2" 2 V p Q MASONRY BLOCK JAMB SECTION MP) HORIZONTAL SECTION Max Frame OP RATING IMPACT 84 x 57 +50/-50 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: DRAWN BY: D. Vezo CHECKED BY: PD0 450 07/17/2oi4 jjMI N 3737 Lakeport BlvdB SCALE: Klamath Falls, OR. Blvd NTS Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung Two Wide i$4/1 PL FTC E AND LOCATION: M DWG. No.: REV: ^SHEETFTNEANDLOCATION: M DWG. No.: REV: U 3OF4 a• o c. wx. THRU FRAME VD00W ROM ({a• MAX) l TYPICAL ELEVATION WITH FASTENER SPACING a• ME. FROMCORNERS a.W OX. AA%. 71NIUFRAME 2• a.C, ADM AND WAR INitm RAIL Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing, use #8 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min. I8ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. Min. embedment oaf thr threads Post frame 18 gouge mm Stad stw 3 25` MAX sssx SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION 25" MAX SHIM SPACE 18 gouge mm St-1 Stud Mmm a tbedmetn of three threads Post frame Min. embedment of three threads past frame 18 gouge min Steel Stud STEEL INSTALLATION 25" MAX SHIM SPACE JAMS SECTION (TYP) HORIZONTAi_ SECTION Max Frame ©P RATING IMPACT 84 x 57 +50/-50 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. v i r PROJECT ENGINEER: DATE: 07/17/2014 SCALE: NTS 3737 Lakeport Blvd iam:;' aDI LKlamath Falls, OR, 47601 Phone: ( 541) 882-3451 DRAWN BY: D. V2zo CHECKED 8"f: TITLE: T T ;' >z = rO • D•' • i +••' s. grrero • + Builders Vinyl Tilt Single Hung Two Wide APPROVEDBY: ECT NSADll'340a' iiQ SIW2012- 184/ 1 E AND LOCATION: CAD DWG. No.: REV: 00 SHE ET 4 OF 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of JELD-WEN, inc. Builders Vinyl Twin Single Hung Window for Florida Product Approval Report No. 307 Current Florida Building Code 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 (Certification) Windows Single Hung Builders Vinyl Twin Single Hung Window PVC 84"X 57" Prepared For: Fl1W;LD-NVEN, inn. 3737 Lakeport Bled. Klamath Falls, 0R. 97601 Prepared by: i 1, Hermes Norero, P., O Florida Professional Engineer # 73778 ` F''; •'• ,.F,p Date: 08/08/2014 : ' ; O 7 Contents: Evaluation Report Pages I — 4 = " • T T [r Digitally signed by Hermes F. Norero,lS,s"""'fCN Reason: I am approving this document ',©N„s` Date: 2014.09.04 17:51:04-04'00' Hermes Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Windows Product Sub -Category: Single Hung Date: 08/08/2014 Report No: 3076 Compliance Method: State Product Approval Method (1)(a) Product Name: Builders Vinyl Twin Single Hung Window 84" X 57" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes 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 current Florida Building Code. See Installation Instructions SJW2012-184/185-FBC, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current 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 current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SJW2012-184/185-FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SJW2012-184/185-FBC for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 @/A\\ BUILDING DROPS 4 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 08/08/2014 Report No: 3076 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code 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/A440-08 Referenced Data: Product Testing performed by National Certified Testing Laboratories FBC Organization # TST 9341) Report #: SJW2012-184, Report Date: 10/04/2012 Report #: SJW2012-185, Report Date: 09/17/2012 2. Certification Agency American Architectural Manufacturers Association FBC Organization #: CER1498) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 @/A\\ BUILDING DROPS 014 A Perfect Solution in Every Drop Date: 0 o: 30 6ReportNo: 307 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. 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. C. 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. D. For steel stud substrate, use #8 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions (SJW2012-184/185-FBC) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 WE SEE fTTHRCSUGH May 26, 2016 Reference: Removal of Florida Product Approval FL-8208 PGT Series SGD-570/2770 PVC Sliding Glass Door To whom it may concern: Recently, Florida Product Approval FL-8208 was removed from the Florida Product Approval website. There may be instances where a SGD-570 or a SGD-2770 door was ordered in our system prior to the removal of this product approval that may still have a reference to FL-8208 on the white certification label. The purpose of this letter is to certify that all of the testing and Keystone certifications associated with FL-8208 are still valid and the product is still in full compliance with the Florida Building Code 5th Edition (2014). The attached installation drawings are the original drawings that were included in FL- 8208.2. Provided the product is constructed and installed in accordance with these drawings, it will be in full compliance with the Florida Building Code 5th Edition (2014). If you should have any questions or require further clarification, please feel free to contact our office. Sincerely, 5/26/2016 Digitally signed by Anthony Lynn Miller, P.E. Date: 2016.05.26 15:17:44-04'00' A. Lynn Miller, P.E. Code Compliance Engineer Florida Registration #58705 FL Cert. of Auth. #29296 tLYNNr% GENS c'••tc,Q No. 58705 0 STATE OF i "tORtOP' s 1070 Technology Drive N. Venice, FL 34275 941,480.1600 ; pgtindustries.com e o 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS-HEAT STRENGTHED, AN=ANNEALED. SG=.090 DUPONT SENTRYGLAS DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MiSSILE IMPACT FORMERLY KNOWN AS SENTRYGLASO PLUS), PVB=.090" DUPONT BUTACITE PVB: - 7n6• AIRSPACE - +- 7116 AIRSPACE GLASS TYPE A: 3/16" HS GLASS + .090' SG INTERLAYER + 3116" HS GLASS + 7/16' AIR SPACE + 3116" T CAP GLASS TYPE B: 3116" HS GLASS + .090" PVB INTERLAYER + 3116' AN GLASS + 7/16" AIR SPACE + 3/16" T CAP 3 16- Ns Goss -, 3ri6• AN GLASS -- GLASS TYPE C: 3/16- HS GLASS + .OW- PVB INTERLAYER + 3116-TN GLASS + 9/16" AIRSPACE WITH HEAT -MIRROR FILM + 3116" T CAP ins r+SGross -- 3116• H_ S GLASS - c- 1 APPROVED BACKBEDDINGS ARE GE 7700 AND DOW CORNING 995. r, 3) MASONRY ANCHORS MAY BE USED INTOWOOD ASPER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED DUPONT oeo4Ex1 , „ INT.) DUB 4ExT INT.I 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTEDAS2X ARE 1-1/2" SENTRYGLAS4 ) ow PVB " j - ---- 3116' T GLASS t - - 3116* T GLASS 7/116' ) THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TOPROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK 7n6• _ _ a _ NOMt -. DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ° 4) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOODSUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET6, PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTOWOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8) SHUTTERS ARE NOT REQUIRED. 9) ALL DOOR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 TRACKS, ARE QUALIFIED, SEE SAMPLE CONFIGURATIONS ON SHEET 12. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 10) REFERENCES: TEST REPORTS FTL-6337 & 6338 11) THE2770 SERIES USES A EITHER A PVB ORSENTRYGLAS, (SG) INTERLAYER. UNITS GLAZEDWITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY KNOWN AS THE 2870 SERIES. 772* GLASS TYPE "A" SG LAMINATE, INSULATED GLASS 3/16' AN GLASS ins' HS GLASS -. Door Size Configuration Tested Design Certificatlon NumbersWidthIHeightpatT (-) Pa} 241" 96" X)00( 60 60 190-265, 771 203" 12(Y" 000(%/astragal 60 65 190-267, T74 203" 96" 700(vdastragal 60 60 190-263, 770 241" 96" X)00( 80 80 190.265, 787 203" 96" 000 w/astrlval 80 80 190-264, 772 203" 96" 0=vvlasuto 90 90 193.266, 773 DUPONT .090' PVB 7116" GLASS SITE 718 + GLASS BRE 52, GLASS TYPE "B" PVB LAMINATE, INSULATED GLASS 1-3n6• NOM. I-. 90V AIRSPACE I i -HEAT-MIRROR FILM INT. 3/16• T GLASS GLASS TYPE "C" PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM GLASS FPA DRAWING MAP GENERAL NOTES .......... 1 GLAZING DETAILS........1 ELEVATIONS ............ 24 HOR Z. SECTIONS.....,,..5 VERT. SECTIONS ........... 6 ACCESSORIES ...............7 DESIGN PRESSURES.... 8-9 EXTRUSIONS....... .......... 10 PARTS LIST. .......... A 1 CONFIGURATIONS ........ 12 PANEL TYPES .... _......... 13 INSTRUCTIONS: R.Wnd* 0M 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE J.R. 11/17/14 SERIES NAME CHANGESLIDINGGLASSDOORSMAYBEDETERMINEDFROMTHEDESIGNPRESSURETABLES. FOR GLASS TYPES 8 ORC, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN 7r. ,.deg V.W, PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8, I 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL 1„ PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE. ALWAYS ROUND UP TO THE NEXT LISTED SIZE. CJ GENERAL NOTES & GLASS TYPES J ROSOWSKI3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORSARE DEFINED IN TABLE 1, SHEET 6, ALONGWITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 1070 TECk#001 04YDRW Tft a.s, 4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4. SHEETS 8 & 9). VERIFY THAT THE REQUIRED DESIGN M v170cE, R U275 VINYL SGD INSTALLATION GUIDELINES 11 /18/10 PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN, P.O. aox IW9 5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. OKOFL W74` srwt a'> N. 6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. A LYNN MILLER. P E P, E M58705 cEurrr Rr OF02e2s6570I2770 1 FPA-SGD570-01 A 2-TRACK CONFIGURATIONS ,^ 6 6' MAX. MAX . ANCHOR I ANCHOR ov-Ax E LOCATIONS FOR DETAIL A jLOCATIONS FOR 41E%T ; {{ ':, BYPASS E%7 POCKET CONDITIONS, CONDITIONS. 216' I ANCHORS INTO MAX. 12' MAX O C. P-HOOK. O C. j 1 1 ANCHOR @ CENTER LElTDETAIL81EACHPANELSEETABLES DETAILG1 T ANCHOR L CENTER OF EACH PANEL. SEE TABLES EXT# ON SHEETS 8E 9. EXT # ON SHEETS 889. fi 3.219' MIN. O.C. 2 ANCHORS @ CENTER OF DETAIL 82'. EACH PANEL. SEE TALES ON OETNL G2t 2 ANCHORS @ CENTER OF EACH PANEL 4 9 TABLES ON SH£ET5889. SHEETS889. EXT# EXT 4- MIN. OC. 4' MiN. O.C. APPROX. 6", RETAIL A NONSTRUCTURAL --- THIS SHEEP HEAD 8 SILL) 3,2191 MIN O.0 - CLUSTER OF 3 CLUSTER OF 3 ANCHORS G STILE `" "'""""'" ANCHORS @ STILE 4DE7NL C1, INTERSECTIONS. OE1.At Hil INTERSECTIONS. SEE J.._...>...- S££ TABLES ON '' TABLES ON SHEETS 8 8 9. EXT# EXTSHEETS889~•-- 1' MIN. O.C. I 4' MIN. O.C. 4' MIN. O C DETAIL C2'. _,_ ttert „. ^Q..... CLUSTER 5 CLUSTER SANCHORS GANCHORS STILE """'"""= ""'" 0 STILE INTERSECTIONS 2.37Y TYP. INTERSECTIONS DETNL H2! SEE TABLES ON SHEETS SEE TABLES ON EXT ,..,. 1_.,,..... SHEETS 88 9. EXT.# •-_----:^®---- .x_ 8 8 9. 3.219" MIN. O.0 4' MIN. O.C. 6'MAX 6 MAX. TO END OF (TO END OF yj ATTACHEDJAMB ATTACHED JAMB DETAL D V DETAIL F , TANCHOR 1 ANCHOR 0 SILLILLENDSENDS. EXT# HEAD ENDS. EXT# NOTE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. JAMB 1 000, I 111 EXT# WEEPHOLE PATTERN @ 24-O.C. WEEPHOLE PATTERN Q SILL ENDS POCKET BY OTHERS UNDER SEPARATE APPROVAL) , 6' MAX.. HEAD 8 SILL) DAYLIGHT -- OPENING WIDTH ii X' OR'O' PAN£LTYPE w +. I OF C3•1 ANCHOR CONFIGURATION SHOWN, SEE APPLICABLE DP TABLES 2, 3OR 4) 1070TECtAKM.OGYDRAIE Al. VENM.E, FL 34275 P.O. BOX Iwo NOKCW, FL 34274 A. LYNN MILLER. P.E. PE.4 58705 CERT. OFAUTH. t29296 DAYLIGHT OPENING (DLO) FORMULAS WIDTH: PANEL WIDTH - 8-9/16" HEIGHT: PANEL HEIGHT -&9'16' PANEL HEIGHT = FRAME HEIGHT - 2.S" PANEL WIDTH _-........-'I DLO -' DETAt 4 DAYLIGHT; SHEET $ OPENING . HEIGHT - -- I o£rAt E I S PANEL TYPE JETNl2 i SHEET PANEHEIGHT DLO SHEET S INTERLOCK { ; SHOWN qOF PANEL 8' -MAX. T !: (6 HEAD .__...__. SILL) HERO 8 SILL) DETAIL G2 \11111ii,S $NfET' pfTNl TMISSHEET DETAt H2 j i y '71irS SHEET C5.2 ANCHOR CONFIGURATION SHOWN: SEE APPLICABLE DP TABLES 2,3 OR 4) NOTES I)FORCONFIGURATIONS, SEE SHEET 12. 2)FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE I SHEET 6. 3) DAYLIGHT OPENING (DLO) FORMULAS'. WIDTH: PANEL WIDTH -8A//6' HEIGHT: PANEL HEIGHT - &9/16" 4) PANEL HEIGHT - FRAME HEIGHT - 2.5" w•eey LWI. RIN Lv1: J.R. 11/17/14 SERIES NAME CHANGE M w DwI ftww ANCHOR LOCATIONS (2 TRACKS) J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 6.1*.S dM SoMVI.: SAME' No. fbr 570/2770 NTS 2 OF 13 FPA-SGD570-01 A 3-TRACK CONFIGURATIONS APPROX. 6', DETAIL A , DETkL 81 DETAJL Cl DETAIL E32 - OETAJL C2, NONSTRUCTURAL THIS SHEET iTHiS ill HEAD & SILL - THiSSHEET f7HIS!_ 4E_JFT; THIS SHEFT 6'MAX ANCHOR LOCATIONS FOR4EXT, POCKET CONDITIONS ANCHORS INTO 12'MAX 0 C P,HOOK 1 ANCHOR@ CENTER OF EACH PANEL SEE TABLES EXT ON SHEETS 889, 1 2 ANCHORS 0 DETAIL 132 4 75' CENTER OF EACH OC. PANEL SEE TABLES EXT V-"r"" ' ON SHEETS 8 & 9 3 219"MtN 0 C CLUSTER OF 3 ANCHORS 0 STILE INTERSECTIONS SEE TABLES ONEX7VSHEETS8 & 9 4- MIN O.C. V MIN 0 C CLUSTER OF 5 ANCHORS@ 475 STILE OC INTERSECTIONS. SEE TABLES ON EXTv' II SHEETS 8 & 9 DETAIL C2 i 3.21Sr MIN O.C. 6* MAX TO END OF ATTACHED JAMB TAIL pLDf I ANCHOR @ EXTV HEAD ENDS. NOTES: 1) FORCONFIGURATIONS, SEE SHEET 12 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. SEE TABLE I SHEET 6 3) DAYLIGHT OPENING(DLO) FORMULAS WIDTH PANEL WIDTH - 89116' HEIGHT PANEL HEIGHT - ILWIV 41PANEL HEIGHT = FRAME HEIGHT - 2 5 6' ANCHOR 4EXT LOCATIONS FOR BYPASS CONDITIONS 216' MAX. O'C' I ANCHOR @ CENTER OF EACHOqTALGfPANEL. SEE TABLES EXTV ON SHEETS 889. 4. MIN 2 ANCHORS @ CENTER OF EACH PANEL SEE TABLES EXTV ON SHEETS 8 & 90 4'MtN oc - CLUSTER OF 3 ANCHORS 0 STILE INTERSECTIONS SEE EXTV TABLES ON SHEETS 8 A 9 321TMIN O.C. 4* MIN O.C. PET;IL_ H2, CLUSTER OF 5ANCHORS @ STILE INTERSECTIONS 2 375' TYP SEE TABLES ON SHEETS EXT V 3 2 19' MIN O.C. 6* MAXTOEND OF ATTACHED JAMB I ANCHOR @ ILL E14DS EXTV a POCKET By OTHERS UNDER SEPARATE; APPROVAL) WMAX. HEAD & SILL) DAYLIGHT k k ------------- OPEN14G --i WIDTH I Dv?yi 41 I h SHEET 7- XOR'a PANEL TYPE PANELTYPE PANELTYPE SHEET 5 SHEET ASTRAGAL SHOWN INTERLOCK SHOWN DETAIL5 DAYLIGHTSHEET6' _ OPENING HEIGHT qOF -- - ------ PANEL i OF I PAWL WMAX 49 HEAD 4 _N SILL) I______...__ 6'MAX, AIL G1 DE AIL H2j DETAIL Hl, 'DETAIL HEAD & SILL) T1_45 SHfEf TKJS SHEET, THIS SHEST, THIS SHEET,. DETAIL F alW.S SHEET; C5-1 ANCHOR CONFIGURATION C3-2ANCHOR CONF*URATK)N- SHOWN, ISEE APPLICABLE OF SHOWN, (SEE APPLICABLE DP TABLES 2,3 OR 4) TABLES 2, 3 OR 4) WEEPHOLE PATTERN @ 24- D.C. 1070 TECHNOLOGY DR" N. VEAVICE, FL 34278 JPD BOX illuo MOKOMITS. FL 34274 A LYNN MILLER, P.E. P E # 68105 CERT. OFAUTH 1292A5 WEEPHOLE PATTERN @ SILL ENDS J. R. 11/17/14 SERIES NAME CHANGE Ro* wdilly Dolo, ANCHOR LOCATIONS (3 TRACKS) J ROSOWSKI nw.. I Dft VINYL SGD INSTALLATION GUIDELINES 11/18/10 570/ 2770 NTS 1 3 OF 13 1 FPA-SGD57ml A 4-TRACK CONFIGURATIONS l DET C,, APPROx. 6' DETAIL fi DETAL B1 DETAIL C2'. DETASl 13 DETAlZ D NONSTRUCTURAL —7' THIS SHEET" THISSHE£TI THIS SHEET. THIS SHEET; i7H SHEET THIS SHEET 6' MAX DETAIL A ANCHOR LOCATIONS FOR NEXT. POCKET CONDITIONS. ANCHORS INTO 12' MAX O C i P-HOOK. 1 ..... HEAD 3 SILL) :. MAX. 1 ANCHORDETAIL NEXT s LOCATIONSFOR I 1 I BYPASS CONDITIONS- Y MAX_ I OC i jDETAL Glj - .-.,... 1 ANCHOR 1 ANCHOR QCENTER OF EXT CENTER OF EACH DETAIL B11 EACH PANEL. SEE PANEL. SEE TABLES TABLES ON SHEETS 889. ON SHEETS 88 9. EXT7 2 ANCHORS Q 1 CENTEROF 4 75' EACH PANEL. 4' MIN O C ' 2 ANCHORS @ CENTER OF LDETAiL BZ' O.C. SEE TABLES OETA_ i_L G2• EACH PANEL. SEE TABLES ON SHEETS ON SHEETS 8 E 9, EXT7 889. EXT.7 y- --.- 3.219' MI4. O.C. 321WMW. O.C. - CLUSTER OF 3 IpETAI C1, ANCHORS C STILE CLUSTER OF 3 EXT INTERSECTIONS. ANCHORS QSTILE SEE TABLES ON INTERSECTIONS. SEE SHEETS889. DETAL_H1 TABLES ON SHEETS 889. 7E,,....-_,.,. EXT-V 4' MIN. O.C. '".... 3.219' MIN. O.C. 4"MIN O.C. 4"MIN MIN. O.C. --- CLUSTER OF 5 DDETAL H2] i ANCHORS 0STILE 4.75' n INTERSECTIONS CLUSTER OF 5 O C SEE TABLES ON 2.375' TYP. ANCHORS @ STILE SHEETS 8 8 9. INTERSECTIONS. l i SEE TABLES ON SHEETS 889. DfiAK Z-' EXT. EXT !+.- 3.219' MIN. O.03.219' MIN. O.C. 6' MAX. 6' MAX. I—.. ( TO END OF (TO END OF ATTACHEDJAMB DETAIL F - ATTACHED JAMB 1 ANCHOR DETAIL D..' 1 ANCHOR £ - SILL ENDS, HEAD ENDS. ExT NOTES II FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET 6. 3) DAYLIGHT OPENING (DLO) FORMULAS. WIDTH. PANEL WIDTH - 8-906' HEIGHT: PANEL HEIGHT - &9116' 4) PANEL HEIGHT c FRAME HEIGHT - 2.5' DAYLIGHT OPENING MOTH I j X' OR 0' X. PANEL TYPE PANELTYPE DETAIL 1' SHEET FJ MIERLOCK SHOWN DETAIL SHEET J qOF PANEL CS- 1 ANCHOR CONFIGURATION SHOWN: ( SEE APPLICABLE DP TABLES 2. 3OR 4) i% DETAIL 4; SHEET 6'' DETAx E ITHISSHEETSX' X' OR PANEL TYPE PANEL TYPE SHEET t LTETAIL_, pSKEETS) ASL INTERLOCK SHOWN ! SH04JF1 DAYLIGHT OPENING ! i iHEIGHT4i OFPANEL T 6' MAX. I@HEAD 8 SILL) DETAki', DETAL 62 '`, 6' MAX INEADd SILL) THIS SMEE7' THIS SHEET' DETAIL f i ;THISSHEETC3-2 ANCHOR CONFIGURATION SHOWN, SEE APPLICABLE DP TABLES 2, 3 OR 4) JAMB } EXT ..•_ 1' WEEPHOLE PATTERN Q 24- O.C. WEEPHOLE PATTERN g SILL ENDS RMM08F- DNs: RiviYort J.R. 11/17/14 SERIES NAME CHANGE A..r. 4a)- aw: rt..won sy ANCHOR LOCATIONS ( 4 TRACKS) J ROSOWSKI 1070 TECtOWCOGY b4NYE VENCE FL 34M 11/18/10 VINYL SGDINSTALLATIONGUIDELINESP.O. BOX1529 NOKOMIS, FL 3W4 s d..%*11w BnM BNwt In,-6v u. R—. P E 0 58705A. iYN"> a8705'PF. CERT OFAUTH 929M 570/2770 NTS 4 OF 13 1 FPA—SGD570-011 A DETAIL 1 INTO MASONRY TYP, ANCHOR TYPE. EMBEDMENT AND EDGE CONCRET8ICMU DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 6PERANCHOR / REQUIREMENT EDGE O STANCE EDGE f NONSTRUCTURAL _ ANCHOR EMBED. MENT OPTIONAL', V4' MAX_- i POCKET P-HOOK FOR LOCKSTBES. 28, ASTRAGALS, l_.. FIXED STILESAND HOR)2ANTALRAILS 2T SEE NOTES 386 BELOW LOCKSTILE PANELWIDTH 1/4- MAX EDGE DISTANCE FOR t. '. - -; TYP. ANCHOR TYPE. 2 3/8' ROWSPACItM i,—_ NSNN+; INTERLOCKS EMBEDMENT AND EDGE ONLY - DISTANCE PER SUBSTRATE, SEE TABLE t, SHEET9 k EDGE I 2X WOOD BUGKSTRIP OR FRAMING, SEE NOTE 4, SHEET 1 EDGE DISTANCE ~ EMBED JTMENT 4SI PREINF tvs PLATE 112- LONG, @ lt PANEL MOSPAN P-HOOK REWF DISTANCE EMBEDMENT = TYP. ANCHOR TYPE, EMBEDMENT 2X WOODSUCKSTRIPANDEDGEDISTANCEPERSUBSTRATE. OR FRAMING, SEESEETABLE1, SHEET 6 NOTE 4, SHEET t NONSTRUCTURAL ANCHOR tl j 1/4• MAX PLATE SMS. POCKET t10X UU4• P4400K 5) a 2-". O.C. DETAIL 1 INTO WOOD t NOTES DETAIL 2A ASTRAGAL ASTRAGAL ADD -ON 14 ASTRAGAL ADD -ON REJNF ItOX2-712•SMS , REINFORCEMENT SCREW,5 PER ASTRAGAL. EQUALLYSPACED AND r FROM ENDS (FACTORY INSTALLED). DETAIL 28 INTERLOCK QWRED if DOOR HEIGHT ISOVER 96- 011 .. I'- INTERLOCK EXTERIOR ASTRAGAL BOX SCREENEN i94 PANEL WIDTH DOOR FRAME W107H DOOR FRAME WIDTH __ I8 X N4' SMS REINFORCEMENT SCREW, 3 PER RAIL, LOCATED AT CENTERLINE AND 9' FROM ENDS (FACTORY INSTALLED) FIXED PANEL CUP AND ANCHORS, SEEa DETAIL SHEET 7 - F1XED STILE PANEL WIDTH DETAIL 3 INTO WOOD V STANDARD SCREEN EXTERIOR DETAIL 2B; j INTERLOCK 1) DETAILS APPLY T02.3 AND 4 TRACK CONFIGURATIONS. 2O' OPTIONAL 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 SPACING 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, REM 08. IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 75)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR j EXTERIOR ASTRAGAL ADD -ON. 6.1( 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE 7-7 FULL LENGTH OF THE EXTRUSION. REFER TOTEST REPORTS FOR EXACT DIWNSKINS. A, LYNN MILLER. P.£. P.E # 58705 DETAIL 3 X OR ZX w000 INTO MASONRY ! BUCKSTRIP, SEE1XBucksiWip-1 NOTE 4, SHEET i CONCRETElCMU PER ANCHOR REQUIREMENT r.... EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE 1. SHEET 6 i Y j a EDGE DISTANCE 114' MAX, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 f EDGE DISTANCE ti 2-3l6' ROW 81 \ £ SPACINGI n i. EMBED- MENT PER ANCHOR REQUIREMENT 1/4• MAX. DETAIL 3 i INTO MASONRY ft~By: — JtwN4h: J.R. 11/17/14 SERIES NAME CHANGE A.WdBY M: AnfrMaa: Lf—By HORIZONTAL INSTALLATION DETAILS J ROSOWSKI 10 NveNcE.Ft34713 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BOX is" NONCOMS, Fl U274 sa+r BA..N- awsy Na NW CERT OFAOW 02SM 570/2770 NTS 5 OF 13 FPA-SGD570-01 A DETAIL 4 INTO MASONRY 1X BUCKSTRIP MIN. 2.7 KS] CONCRETE @ HEAD PER ANCHOR REQUIREMENT, SEE TABLET SHEET IA EMBED- MENT. s TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 6 23/8 ROW 4 EDGE _ SPACING DISTANCE EDGE DISTANCE 1X OR 2X WOOD BUCKSTRIP, 11gr SEE j NOTE 4, SHEET 1 i30} EXTERIOF w w FRAME HEIGHT, y t o PANEL SEE i a HEIGHT TABLES 2,3 & 4 a FRAME HEIGHT 2-112' '.. !I 114* r MAX EMBEDMENT• EDGE f DISTANCE TYP. ANCHOR TYPE, EMBEDMENT ANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET6 DETAIL 4 INTO WOOD TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2.391 ROW SPACING j EMBED- MENT 114" ! MAX. REINFORCEMENT SCREW; 7- Zy 7 PER STILE, LOCATED AT CENTERLINE AND 6". 9"& 12' FROM ENDS (FACTORY F FOR INSTALLED). 11 LOCKSTILE9.''- ASTRAGALS. FIXEDSTILES i AND HORIZONTAL RAILS I II, II li SILL RISER VARIES 1 j WITH REQUIRED y.. j w POSITIVE DESIGN PRESSURE. SEE TABLE JSEE NOTES! U A, SHEETS 8A 9, 396 1I BELOW i x Om i 1$,! RISER A-U78 RISER RSER t t2612t I DETAIL 4 1 INTO MASONRY TYP. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 2-3M. EDGE1 Rat, DISTANCE SPACING ! 1/4^ MAX. TABLE 1, ANCHOR TYPES: DETAIL 4 TYP. ANCHOR TYPE, EMBEDMENT AND INTO ALUMINUM1 EDGE DISTANCE PER SUBSTRATE. --..---.._.._-.... SEE TABLE 1, SHEET 6 EDGE Fes- 1/8'MIN. 6063-75 ALUMINUM SUBSTRATEDISTANCE r METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, -- SEE TABLE 1, SHEET 6`\ 18 GA STEEL STUD OR A36 EDGE \ STRUCTURAL STEEL DISTANCE (~ _ `\_ SUBSTRATETypeSubstrateAnchorMini Embedment Distance P.T. $Who. Pine SG = 55) 012 $Mel metal Screw (G5) 1-3/8' 314' 114" Elw UetraCoo 1-1/7 144• 114" Eku Crete-Flsx S54 1.1/2" 1-3/4' A Akxnknxn, 6063-TS min 012 Sheen Metal Screw (G5) 0. 125" VF E Steel Stun, Gr. 33 min. 012 Stxeal Maul Screw (G5) 18pa {0.0451') 1/r A36 Steel N12 Stroet Metal Screw (G5) 18pa (0.0451^) 1/r 0 P.T. Soutnem Pine (SG = 56) 012 Wow Screw (G5) 1-3/8" 3/4" Comrete (m)n. 2.7 ksi) 1/4' Eko L 1MCon 1.3/r 1" Cwiraie (min. 3.35 ksi) 114" Elco CreIal SS4 1-3/4' 1" C Unp/oute0 CMU, Jambs Only ASTM C-W) 1/4" Elw lMnsCon 1-1/4" 1' 114" Elco Crete-Flet SS4 1-114" 1.314" Comlete (min. 2.7 ksi) 1/4" Eiw UlreCon 1.3/8" D Concrete (men. 3.35 ksi) 1/4" Elco CMe-Flex SS4 1-3/4" M21/2" UAWW*a CMU, Jambs On)y AS ill C-90) 114" Elw UAtraCon 1.1/4" 1/4" E" C1eteFlez SS4 1-1/4" DETAIL 4 INTO STEEL, METAL SUBSTRATE DETAILS SHOWN FOR HEAD SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, EXCEPT POCKET JAMB) J C<I tT NOTES 1) DETAILS APPLY T02,3 AND 4TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. I t 3) SEE TABLES 2-4FOR REINFORCEMENT REQUIREMENTS 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) PALL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ARE THE FULL LENGTH ADD -ON. OF THE EXTRUSION. REFER TO I - 6)ALL REINFORCEMENTS APPROXIMATELY TEST REPORTS FOR EXACT DIMENSIONS. d •/ - i- Rw:YMBy Dr[ Rw7Mvr. GR° TAB114' C J.R. 11/17/14 SERIES NAME CHANGENEEDED SEE 4 J OMEN? 1 .._. MAX ReNueNM R.10. NOTE i MIN. 2.7 Kit SHEETI CONCRETE @ SILL PER ANCHOR 2X WOOD SUCKSTRIP + _ OR FRAMING. SEE ! "_-- DISTANCE f. VERTICAL INSTALLATION DETAILS ROSOWSKI REQUIREMENT, SEE TABLE 1, NOTE 4, SHEET 1 / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER 1070 TECHNOLOGY DRIVE 1111a, SHEET 6 SUBSTRATE, SEE TABLE I, SHEET N' P mFIL 75 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 5 DETAIL 5 x NQXOMlS, FL 34274 wselawMew Sw/s: Saest Naeaep lb. Aer INTO MASONRY-__ INTO WOOD_ A. LYNN MILLER. P.E. 570/2770 NTS 6 OF 13 FPA-SGD570-01 A PE45e7o5 CERT.OFAUTH022M 6) ANCHOR - TYPE AS USEDININSTALLATION';, TABLE 1, SHEET 7 3) #10 x 1.5- sms FIXED PANEL CLIP PLAT E COVER SEE REINF. PLATE TABLE 2. #8 X 1-3/4"SMSI SHEET"B ,, - -1-1 I HEADER BLOCK TO HEAD 1) INSTALL 2) INSTALL ATTACHMENT HEADER@ JAMB TO HEAD CLIP INTO CLIP INTO BLOCK ASSEMBLY PANEL FRAME INSTALL ONE BLOCK AT STILE JAMB& EACH INTERLOCK. SUBSTRATE, AT ASTRAGAL, INSTALL SEE ONE BLOCK THAT TABLE SPANS BOTH PANELS. 3) #8 X 1 SMS Ilk, FIXED PANEL CLIP INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL -TO -FRAME (2) 1/4- x 20 x 2-1/4" JAMB LOCATION. THREAD -CUTTING SCREW 2) #8 X 1- sms it J JAMB To SILL ASSEMBLY OxxxREINFORCEMENTPLATESHOW FOR DOORS OVER 96". 10 ANCHORS @ 3", 6", 9", 12", 9 46.5"FROM EACH END NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS 2) SEE SHEETS 24 FOR ANCHOR LOCATION & SPACING 3) SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS 4)CONTINUOUS ANCHOR PLATE. ITEM0, IS REQUIRED AT INTERLOCK ALLFRAME ANCHOR LOCATIONS 4 REINFWCOVER INTERLOCKJREINF. PLATEBOTTOMRAIL 10 X 2-112" 11 SUPPORT SMS 2)#10X 1-SMS THROUGH SUPPORT. AINTOPANEL 10 X 2" SMS PANEL INTERLOCK SILL RETAINER ASSEMBLY CLIP ATTACHMENT ALL PANEL CORNERS WELDED, INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS 10 X 2^ SMS (4) 10 KEEPER J ei EEPER TO JAMB I ATTACHMENT I INTERIOR EXTERIOR oft~ J.R. ftww- 17/17/14 SERIES NAME CHANGE11 ft,*00y I Dw By ACCESSORIES INSTALLATION DETAILS I 'JROSOWSKI 1070 TECHNOLOGY DRIVE TwAur X VE)VICE, FL _W75 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BM 1528 I MOKCW FL 34274 0,-" N. fzac CERT OFAUTH 4MW 570/2770 NTS 7 OF 13 FPA-SGD570-011 A TABLE 2: 311T HS GLASS + Oar SO /4)33AYER • 3r16' HS GLASS + Pir AIR SPACE+3+16'TW CAP Series 570 & 2770 Anchor Quandbes and Design Pressures FRAME HEIGHT (IN) 8p 84 96 108 120 MOM. PANEL WIDTH IN) c FRAME SIDE 4 In m of U mg O m QPre in m6S v U n mLo O m 46$ to f m n 0, u mi i d` : Q Q m u 43 r11 Q r w Q 10 m r og L.)Q r= Ng 8 N Hoed 8 SA C3+1 C3•I ! C3+1 C3+1 C3+1 C3+1 -. C3+1 C3*1 1 3.1 C3+1 C3+1 : C3+1 C3*1 C3+1 C3+1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 S 5 6 6 8 6 6 6 6 6 24 P4fook 8 8 8 8 8 8 8 8 9 9 9 9 10 10 f 10 10 11 11 11 11 Design 800 800 80.0 80.0 80.0 +8DB 80.0 80.0 80.0 80.0 800 80.0 60.0 80.0 : 600 ! 60.0 WO +80.0 +60.0 60.0 Pressure w 0 80.0 : W 0 80.0 60.0 80 0 OD.0 80.0 8W o 800 80 0 80.0 85 0 65 0 j 65 0 65.0 65.0 65 0 65.0 65.0 Heed 8 Ss C3+1 C3+1 C3+1 C3+1 C3.1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 " C3.1 C3+1 C3+1 C3+1 C3+1 C5*1 C3+1 C3+/ C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6; 8 6 6 6 6 6 30 P-0ook 8 8 8 8 8 8 ! 8 6 9 9 9 9 10 10 10 10 11 11 11 11 Design 8D 0 +800 80.0 80.0 80.0 +80.0 00.0 80.0 W D 80 0 80.0 80.0 60 0 +60.0 60.0 60.0 00.0 +60.0 +60.0 400 Pressure 80.0 80.0 " aD.0 800 80.0 wo 80.0 80.0 860 800 : 80.0 80.0 65.0 65.0 65.0 .: 65.0 65.0 65.0 65.0 ! 05.0 Head 6 SO C3+1 C3+1 C3+1 C3+1 C5+t C3+1 C3+1 C3+1 C5+1 C5+1 C3.1 C3+1 C5+1 C3+1 C3+t C3+1 C5.1 C5•t C5.1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 6 5 6 6 6 6 8 8 6 6 36 P41ook i 8 e 8 8 8 6 8 e 9 9 9 9 10 10 10 10 11 11 11 11 Pressure I JW 0 4u1 0 80 0 -WO 1 4W 0 4W 0 80.0 8D.0 1 8D.0 42 P-hook 8 8 8 8 8 8 8 8 10 9 9 Design 800 800 +80.0 +80.0 80.0 +800 *800 80.0 80.0 80 0 +80 0 Pressure 80 0 80. 0 800 80.0 60 0 80.0 80.0 80.0 80.0 800 80.0 Head 8 SO C5+2 C5+2 C3+2 C3+1 C5+2 C5+2 C5+2 C3.1 CS-2 C5+2 C5+2 Jemb 6 5 7 5 6 5 7 5 7 8 0 48 Palook 9 8 8 6 10 8 e 0 11 9 9 Design 80.0 +80.0 +80.0 80.0 00.0 +800 +B0.0 80.0 80.0 *W0 +800 j Pressure 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 800 80.0 9 54 Design4MLIC 0.0 . +800 +6U,U +6u.0 W.0 +nuu +au.0 au.0 oo.0 +wv : +°uv Pressur0.0 80.0 80.0 80B 00.0 800 "! -80.0 800 80.0 800 4)o0 Heed 8 S5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5.2 C5+2 C5.2 Jemb 6 6 8 5 6 0 6 5 7 7 10 80 P-0ook 10 8' 8 8 f0 8 8 0 11 9 10 Lhssgn 87.0 800 80.0 80.0 87.0 +00.0 +80.0 +80.0 67.0 +80.0 *80.0 Pressure 67 0 D o 80 0 80.0 67 0 80.0 -80 0 809 6T.0 80 0 80.0 ReIrlaPraerrlents Required, (Ssa Parls an Shoat 10) Intanock Lock/Fixed Still Astrepm Astragal Addon TWElotto n RGA Plate (Pane 24. 25) gAPOW29ntPa26Paid25PwW3DParts26Re"Ied for Heights mer W 6 8 6 6 6 6 7 6 10 10 '. 10 10 11 11 11 11 000 + 60D ! +00.0 60.0 60.0 +60.0 60.0 ! 60.0 65. 0 65B 65.0 85.0 85.0 65.0 65.0 65.0 C5+ 2 CS-2 C5+t ", C3+1 C5.2 C5+2 C5+1 C3+1 6 8 7 6 7 6 8 6 10 10 10 10 11 11 11 11 80. 0 +60.0 ! +60.0 +60 0 60.0 +60.0 +60.0 60.0 650 65 0 65.0 65.0 1 65.0 65.0 65 0 65.0 ENESTABLE A: Water4Jmlbd (+) Design Prearn Nominal SA Heip Actual Sill Hei9M Max. (+) DP Allowed IAI/ 16' 1.688" See 2) at ngM 3. 1/2" 3.464" 60.0 Psi 4- 1116" 4,037" 80.0 fmf 44W 4.614" 100.0 psf TOTAL a OF ANCHORS CLUSTERED THROUGH THE HEAD d SILL AT EACH PANEL MEETING POINT. (EX. FOR C3+1, 3 ANCHORSREQUIRED AT PANELMEETING POINT AND / ANCHOR REQUIRED AT MIDSPAN OF PANEL). ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN p PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE 1, SHEET 6, FOR COMPLETE ANCHOR LIMITATIONS. A. LYNN MILLER. P.ETABLEKEY: tMOM. P E z59T05 PANEL FRAME Q 1MDT11 soE Y o H . d a SA C3+1 00 i me 5 24 P4.A s 0 0D..Igeo.0 Prgswe 4f00 uj a UwNOMddd1LPEEL= FRAME WIDTH Q J WIDTH # OF PANELS w Upm THE MAXIMUM NEGATIVE DESIGN 14 0 lL PRESSURE AT THESE ANCHOR Q w Q QUANTITIES. Z m 0 THEMAXIMUMPOSITIVEDPATTHESEWANCHORQUANTITIES. ADD;710NALLY. w Q THEMAXIMUMDPFORTHESILLHEIGHTwJn MUST ALSO BE CONSIDERED, SEE TABLE A, THIS SHEET. Z J) EE TOTAL 0 OF ANCHORS THROUGH THE P- HOOK. W Z TOTAL sOFANCHORS THROUGH THE JAMBe- I r a Z N ' FIG T. J C OHLENGTH DOOR ASSEMBLIES INSTALLED WHERE W Q Z Lj THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 1 LS EXEMPTED FROM WATER INFILTRATION RESISTANCE. THE OVERHANG RATIO g zSHALLBECALCULATEDBYTHEFOLLOWING EQUATION: i z OHRATIO = OH LENGTWOH HEIGHT 114: 1)THE LESSER VALUE OF TABLE A AND TABLE 2 DETERMINES THE P Y SWATERLIMITED(-) DP. 2) THE 1-11/16' SILL MAY ONLY BE USED WHERE WATER OEILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, (+) DP'9 SI4OWN IN TABLE 2 MAY BE USED. NOTES 7) DETAILS APPLY TO 2, 3 AND 4TRACH COF1fIGURATIOMS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION d SPACING. 3) SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM s8 IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) PANEL WROTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON6) SE£ SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. TABLE 3: y,4 Hscuss, oso- SG *19"YOi, ins re G1 .7ns AR SAKE,3neTW CAP Series 2770 Anchor Quantities and Design Pressures FRAME HEIGHT(" so 84 96 NDM. PANEL WIDTH FRAME SUE a 14 q m r S3y3t c V I r g O r g a 911p g n g m9pp$ 3 aR7,+ r U11 a- AsHri 4 Jg Iy m jrg, 7mR3 y`q V1$ p_ m g O g$ gJi g Read ASill C3+1 C3,1 C3+1 C3,1 C3,1 C3+1 C3+1 C3+1 CS+1 C3.1 C3+1 C3+1 hmb 5 5 5 5 5 5 5 5 5 5 5 5 24 P4wok 8 a a a a 6 8 a 9 9 9 9 Deign 90.0 90.0 90.0 90.0 900 90.0 90.0 90.0 90.0 90.0 90.0 90.0 Preseuw 90.0 900 90.0 900 000 90.0 900 20.0 90.0 -90.0 90.0 20,0 HeW A Sill CS,1 0+1 C3+1 C3+1 CS+1 C3,1 C3+1 C3+1 CS+I C5+1 C5+1 C3+1 Jamb S S S 5 5 5 5 5 5 S 6 5 30 P4.0 8 a a a a a a 8 9 9 9 9 Desgn 90.0 +90.0 +90.0 +90.0 90.0 +90.0 .90.0 +90,0 90.0 •90.0 +90.0 +90.0 Proasllre 000 90.0 006 90.0 410.0 W0 -90.0 40.0 40,0 40.0 90.0 40.0 easseass 1WOA Sill C5+2 C5+1 0+1 C3+1 C5,2 C5+1 C5+1 C3.1 CS.2 C5.1 C5+1 ! C3+1 Jamb 5 5 a 5 5 5 8 5 a 5 7 S 36 1`4wok 9 a D 8 9 8 8 8 10 9 9 9 Dngn 90.0 90.0 90.0 90o 90.0 90.0 90.0 19D.0 90.0 90.0 90.0 90.0 Pressure 9p.0 W0 900 90.0 WO 00.0 100.0 00.0 40.0 40.0 4100 90.0 Faod A Sill CS+2 CS+2 C5+2 C3+1 05+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5.2 C3+1 Jamb 6 5 7 5 a 6 7 5 7 6 a 5 42 P4-k 10 a a a 10 a a 8 11 9 9 9 Design 90.0 +90.0 900 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 Pre - 00.0 W,O M 0 90.0 000 -90.0 40.0 9W 0 400 90 0 90 0 W 0 HeW A S91 C5+2 C5+2 C5+2 C3.2 CS-2 C5.2 C5+2 C3+2 C5+2 CS-2 C5.2 CS-2 Jamb 7 6 8 5 7 6 8 5 7 7 10 5 as P4.A 1 11 a 8 8 12 a a 8 12 9 10 10 D"ip 1 90.0 +90.0 +90.0 +90,0 90o +90.0 +90.0 +90.0 87.0 .90.0 Pleasure 900 -90,0 wo wo 90.0 90.0 90.0 90.0 1 .87o .90.0 90.0 00.0 Itsirdoroameras Required, (Sea Parts on Shoat 10) 1 0"", 7yp., trAenoek LooklF#1ea Stile Astragal Astragal Ad0or1 T*BWom Rail(Soa Sheet 1) Parts n# 29 Pan# 26 Parts26 Pa30 Pert# 26 A TABLE KEY: ANCHORAGE TYPE PER SUBSTRATEREQUIRED TO ACHIEVETHE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE I SHEET 6 FOR COMPLETE ANCHOR LIMITATIONS. NOM. PANEL FRAME WIDTH SIDE S- TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD A SILL AT EACH PANEL MEETING POINT. (EX. FOR C3+1, 3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPANOF PANEL). HeW A Sill C3+1 Jamb TOTAL # OF ANCHORSTHROUGH THE JAMB. 24 P•MM C-. __.________...._ TOTAL a OFANCHORS THROUGH THE P-HOOK. D. W 90.0 Prasiwc 90.0 - THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY. THE MAXIMUM OP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE A, THIS SHEETNOM FRAMEWIDTHPANEL. WIDTH # OF PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES, TABLE 4: W6 N18aAY6i+sits cuss- 7ne-AR sm a. Sns I GP Series 570 & 2770 Anchor Quantities and Design Pressures FRAME HEIGHT{ 80 84 96 NOM PANEL WIDTH FRAME SUE a ggg m m o 10 eo @gm a rn m a xo mt o h a a m rn mu 1oa o0 HeadIn C3+1 C3+1 C3+1 C3.1 0+1 C3.1 C3+1 C3+1 C3.1 C3+1 C3+1 C3+1 Jrnb 5 5 5 5 5 5 5 5 5 5 5 5 24 P- hook a a 8 8 8 8 6 8 9 9 9 9 Dasgn 60. 0 +60.0 .60.0 .60.0 so.0 oD0 so 80.0 60.0 00.0 60.0 W.0 P105- 40. 0 60.0 40 0 W 0 60.0 60.0 OD 0 40.0 40.0 40.0 600 60.0 HeWa Sill C3,1 C3,1 C3+1 C3.1 C3.1 C3+1 C3.1 C3+1 C3.1 C3+1 C3+1 C3+1 is"% 5 5 S S 5 5 5 5 5 5 5 6 30 P4" 8 a 8 a 8 8 8 8 9 9 9 9 Deign 60. 0 ,80,0 +W,O .80.0 90.0 +60.0 +60.0 +60.0 60.0 .80o +60.0 +wcP-- 40. 0 40.0 41).0 40.0 40.0 60.0 80.0 60.0 4e0 40.0 WO 60o HEW a Sill C3+1 C3.1 C3+1 C3+1 C3,1 C3+1 C3+1 C3.1 C3+1 C3+1 C3+1 C3+1 Jamb 5 5 5 5 5 S 5 5 5 5 5 5 36 P4mok 8 0 a a 8 a a a 9 9 9 9 Dasi9n 60. 0 .60.0 +60.0 +60.0 80.0 .80.0 +80.0 +60.0 60.0 .80.0 +60.0 +60.0 Pnsseura 60. 0 two w6 400 40.0 wo wo 40.0 60.0 60.0 40.0 404 H.d A Silt C3+1 C3+1 C3+1 C3.1 C3+1 C3,1 C3+1 C3+1 CS+/ C3+1 C3.1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 42 P4, 00t a 6 a a 8 8 a a 9 9 9 9 Deign 804 + 80'0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 50.0 so +W O Proisure 60. 0 60.0 60.0 wo 0.0 wowo 60.0 60.0 410.0 40.0 woHmd A SigC3+2 C3+1 C3+1 C3.1 C3.2 C3.1 C3.1 C3.1 C5+2 C3+1 03+1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 6 5 48 P4, 00k a a e 8 8 a a D 9 9 9 9 Deign 80. 0 +W.0 +60.0 80.0 60.0 +60.0 60.0 60.0 60.0 .60o +60.0 60.0 j Pressure60.0 60.0 00.0 60.0 60.0 wo60.0 60.0 1 -soo 60.0 60.0 60.0 RelrifiammilfaReguirad, IS" Pars On Sheet lO) Glen Typo. W fk) ck LccIVF..d Stile AMIS l AstM9N A~ TopBollom Rag ISaa at 1) Slar4ald Pan# 28 Pad#26 Pan* 26 Paris 30 Paris 26 1 B Tnermal-Optwn PW#28 Parts 27 Part#27 Pon#30 Paris 27 1 IBC TABLE A: Water-Umited {.) Design Pressure Nominal Sill HeigN Actual Sill Heigh Max. (+) DP Allot ed 1-11116" 1.688" See 2) Detow 3.1/ 2" 3AW 60.0 PSI 4-1/ 16" 4.037" 80.0 psi 4-WO" 4.614" 10D O psf NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 24 FOR ANCHOR LOCATION A SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE. ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FIG` 6) SEE SHEET 2 FOR APPLICABLEDLOPER PANEL SIZE. DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG IOH) RATIO IS EQUAL I TOORMORETHAN1ISEXEMPTEDI1) THELESSERVALUEOFTABLEAANDTABLESFROMWATER INFILTRATION 911 3 AND4DETERMINESTHEWATERLIMITEDI•) DP. RESISTANCE. THE OVERHANG RATIO 2) THE 1.11/16' SILL MAY ONLY BE USED WHERE i SHALL BE CALCULATED BY THE WATER INFILTRATION RESISTANCE IS NOT p FOLLOWING EQUATION. REQUIRED OR OVERHANG IS PER FIG 1, IF SO, 4 DP'S SHOWN IN THOLES 3AND 4MAY BE USED, i OH RATIO = OH LENGTH/OH HEIGHT ll A. LYNN MILLER. P.E. P.E.# 58705 Y O Q O O 7 W r Z Z iai J U ° i3 p C0 W m 5 LL a wOZm O w-In WJn wcc Z a, o 05: 1 1 812- 100 I O2 TRACK HEAD/JAMB RIGID PVC 250 -_ i 100' O3 TRACK HEAD/JAMB 5.875' ........ 1688' O2 TRACK SILLRIGIDPVC 8 250' 1 l ,I ,00• 3.000' .......: 1.570' 1.430' 1.595- b..-.. 1.595' ....... REINFORCEMENTQ 14a5 COVERo 2. 833 1 _ 300• - - z 768" 00o• - -- 2 768' RIGID PVC 2 ,.I 22s- i I! 7 129 -, r .18r 120 - _182• 2.6 0TREINFORCEMENT 0 TOP,,OM ASILETOP, ADS PLATEIL® REINFORCEMENT REINFORCEMENT 6005- T5 ALUM. REINFORCEMENT REINFORCEMENT 6005•T5 ALUM. 6005-T5 ALUM. 6005• T5 ALUM. COMPOSITE RIGID PVC O3 TRACK SILL r -- 10625 _ ."' _. _.._. R iD Po 35 VC IG.i 309' 83 L d n -.- v lc .'7 1 t. 100 7 SITa 1001 - r i, 688 t25, 1 o tt4 TRACK HEAD/JAMB 4 TRACK SILL 1- - .-,i12- -- t25' 1 h= l RIGID PVC RIGID PVC 2.291• I' 540 93(r SW i4-a F-- .540- 500- i.._!i l - .062• 125- 1 301' 062, JCOVER SCREW O ANCHOR PLATE TRACKINSERT KEEPER 10 RIGIDPVC 6063-T6 ALUM. 6063 6063-T6 ALUM. 143V-- t 613' 1 487'-_. 12 SILL OUTER COVERSILL TRACK 13 COVER BOX 14 ADDONSCREENSILL18 TRACK OUTER SCREEN RIGID PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. 1 653- t 3. 464' 2.$$r 060* SILL RISER SILL RISER i7 6063- T6ALUM. 18 6063-T6ALUM. 1 o0o' i BOTTOM RAIL 71 SUPPORT 6063-T6 ALUM. 1 1. 487 060, t 5t0 t a i6 BOX SCREEN HEAD AND JAMBADD -ON RIGID PVC J-+ l42' 2.060 tl 1 983- 5 178' I +ij ow u z 080- SILL RISER PHOOKADAPTOR196063-T6ALUM. 0 6063-T6 ALUM. 0 60630-T6 ALUM. 1261' 1 261- 7.28,' I t 500 125' . BEVELED BEAD RIGID EE BEAD Q OC CEEBEAD@ P--HOOK REINFORCEMENT PVC RIGID P RIGID PV TE 6063-T6 ALUM. 00' 4 279' 1, 875' - ON 3PTERCEMENT ERK® ASTRAGAL ADD -ON REINORCEM NLAADAPTRIGID PVC @ PANEL TOP AND BOTTOM RAIL 6005-T5 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC il 020 !-- T=. 1 343' f+-- 062- 1 "_- .062t 306' J t 1 593' . 056' t 993' I; t 993 1627 ; i 082 iG .i- " J} t . '-:--.-•.- T 320" . ohs' , SOXSCREEN g1 EN N BOX SCREEN TOPRAIL BOTTOM RAIL SIDE RAIL ASTRAGAL OXO ADAPTER 6063-T6ALUM. 6063•T6ALUM. 6063-T6ALUM. ADAPTER 6063-T6ALUM. 6063•T6 ALUM. ,_ 094• 1.081- i1.081- r-- 955' if l 1,20m 075 -+= p 1.778^ I 050'--..I..- oso• -.- U1,778- e1j 094 - 1.. - 2. 97s = GSTD. SCREEN 11° 111 STD. SCREEN STD. SCREEN FIXED PANEL CLIP 13 ® TOP/BOT. RAIL SIDE RAILASTRAGAL6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. b 1070TECNIV OGYDR" N. VENICE FL 34275 P.O. BOX 1529 NOXOWS, F134274 A. LYNN MILLER, PE. P.E. N 58705 CERT OFAUTH. 029M J.R. 11/17/14 SERIES NAME CHANGE e, aN* A..ram PART DETAILS J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/ 10 57 0l2770 1 NTS 0 OF 131 FPA SGD570-01 A Description TYPE AND DETAILS. 0 _S A. LYNN MILLER, P.E. P.E.# 58705 part # PGT. # O ti Q 8 Z J 0 g 0 J n Z J Z O O 0 0 CL W n QZ D LL J t3] W Q U W Q W n M U- O H n N O o c NOTES 1)SEE SHEET 10 FOR MATERIAL f 619001 2-Track Head/Jamb 2 619002 T 2-Track Sill 3 619025 3-Track Head/Jamb 4 618026 3-Track Sill 5 619027 4-Track Head/Jamb S 619028 4-Tnack Sill 7 619009 Frame Screw Cotter 8 619031 Anchor Plate 9 819007 Track Insert 10 619029M Aluminum Keeper 11 619036 Bottom Rail Suppo Part # PGT. # Description 50 419042 Frame Header Block 51 48052 Railer Adj. Hole Plug 52 41735 SGD Panel Come -along 53 41735 SGD Panel Come -Wong Cotter 55 71696 Dust Plug 56 44385 4 Hole Bumper Slop 58 879037M fixed Panel Clip 59 71696G SDI Plug 61 78X38PPTX 8 x 3/8" Ph. Pn. TEK Screw 62 78X34PPSOAX 8 x 3!4" fl. Ph. TEK • S.S. 63 781PSTX 8 x 1" Quad - S.S.. 64 781PDX 8 x 1" Pn Quad • S.S. 65 78x114PHPT4tOX 8 x 1-1/4" Ph. Pn. TEK 66 710X1PPSDAXX 10 x 1" Ph. Pn. TEK - S.S. 67 710X175PPX 10 x 1-1/r Ph. Pn Keeper Screws 68 710X2PPX 10 x r Ph. FI S.S. Screw 69 71flX212PPDAX 10 x 2-11r Pn Ph. Tak S.S. 70 7t2X1t2PP 72 x 1-1/r Ph. Pn. A 77 GE 7700 Silicone 72 Dow Coming 995 Silicone7371726KNeopreneBattingBlock1"x4"x1/16" 7a Meth Spacer - 9/3r 75 Urethane IG Baader 76 Sificane-Foam Suet Spacer- 7116" 77 Hot -melt Butyl 78 S19fl10 1-1116" Ba".eied Bead 79 619015 t-1/16" Ogee Basel 80 6190t6 1-3l1S" Ogee Bead 82 62139 Ogee Vinyl Muniin 83 53609 Insulated Glass Martin - Horizontal844CONNI.G.Intersectdar 85 7558K I.G. Gridlock Clip - 7116" 66 7560K f.G. Gridlock Clip - 5/16" Part # PGT. # Description-- Box Screen 612256 Screen Top Rail 97 512257 Screen Bottom Rail 92 672258 Screen Side Rail- tocksiwe 93 64344 Screen Astragal 94 677349 OXO Screen Astragal Adaptor 95 84428 Screen Double Interlock 617347A Screw Bug Flap 97 41818K Screen Keeper Spacer Set 98 720X1X 1/4-20 x 1" S.S. 99 720x112X 1/4-2fl x 1-7/r S.S. 100 71793G Wsip, .270" x .150" -Fin Seal 101 7SRAZ Standard Roller1027SRAXStandardRohm- S.S. 103 7lOCKWGS Screen Locksai 104 41818K Screen Lock Keeper Spacers 105 7SDKEEP Screen Lock Keeper Standard Screen 110 612033 Screen Frame - Tap/Bottom Rail 117 612026A Screen Frame -Side Rail (Latch) 112 612033 Screen Frame •Side Rail 1t3 617363 OXO Screen Astragal Adapter11464853KVinylAsi 175 677356 Screen Sill Adapter 7t6 6FP95K Bug flap 117 7R42DK RixM 118 74X1PA a x 1" Ph. Pn. SMS 119 78X112PSATS 8 x 1-1/r Ph. Pn. SMS A Z 120 41703N Screw goes Bushing 121 7t2fl27 Comm Key Wheel Assy. (Sunda. 122 712027SS Comer Key Wheel Assy. (S.S. w/bean ) 123 41805K Screen handle 124 47806 Screen Handle Slide 125 7W/68 Screen latch Assy, 126 7SNKPN Screen Keeper 727 61693K Serrated Screen Spine - t45" t28 67692K Screen Sgine•.765" 129 61694K ScreenSgirra- tSfl" 13fl 61816C20 Screen Cloth TYPE STANDARD REVERSE 2P2T M A M A 2P2T M P R n xo OX S D K T 3P2T P M R A oxo oxo D K 3P2T H M A xxx NOT AVAILABLE 3P3T D B A as K F R sD M A xxx Oxx 3P3T D B P M DS XXO K F M SD A xxx 4P2T L D a P NOT AVA LABLE C M OXxO 4P2T L D M A C M xxxx NOT AVAILABLE 4P4T D B B A J M M Ds xxxx K F F M A V V SD SD A xxxx 4P4T O B B P K F f R J ! M M DS DS A U U 6_2D A 47 xx0 Oxxx L D L D 5P3T6. f P NONO R B P SCREEN OXXXO SCREEN 5P3TNOxxxxx L D f A L D X"X SCREEN TYPE LEFT HAND POCKETS LEFT HAND POCKETS 1P2T 2P2T B A xx M F 3P3T B A xxx F F L= M xxx 4P4T 8 e B A xxxx F F F M XXX 2P2T cJx M 4P2T B C X7Wt F M 6P3T B e c xxxx% f f M SP4T B B B c xxxxxxxx F F f M INTERIOR EXTERIOR g G RIC U 1070 TECtM OGr ORJVE N. VENICE, FL W75 NOKOMIS, FL 34274 A. LYNN MLLLER, A.E. P.Ea 58705 CERT OFAUTN. 022M ww D oxxxxlxxo NMOOy fJMR' MyypL J.R. 1 11,17/14 SERIES NAME CHANGE SAMPLE CONFIGS AND PANEL NAMES I J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 SaUSAMIVM: SCsla' BMst pMgNO. R K 570/2770 NTS 12 OF 13 FPA-SGD570-01 JA p SINGLE FIXED INTERLOCK LOCKSTILE R FIXED 1-r o SINGLE LOCKSTILE INTERLOCK T ASTRAGAL FIXED BOX OUT) OUT LOCKSTILE T ASTRAGAL lr-r FIXED BOX IN) IN LOCKSTILE s FIXED xl ASTRAGAL BOX OUT) LOCKSTILE OUT s FIXED 1-r ASTRAGAL BOX IN) LOCKSTILE IN L SINGLE 17 , limr, J i= ASTRAGAL BOX OUT) INTERLOCK OUT LR ASTRAGAL SINGLE BOX OUT) OUT INTERLOCK N ASTRAGAL SINGLE BOX IN) IN INTERLOCK c SINGLE ASTRAGAL BOX IN) INTERLOCK IN B SINGLE SINGLE INTERLOCK INTERLOCK m LOCKSTILE SINGLE INTERLOCK F SINGLE SINGLE INTERLOCK INTERLOCK H SINGLE rz SINGLE INTERLOCK INTERLOCK KINTERLOCKSINGLE C2:3: LOCKSTILE INTERLOCK u ASTRAGAL OUT LOCKSTILE BOX OUT) u ASTRAGAL LOCKSTILE IN BOXIN) A SINGLE LOCKSTILE INTERLOCKD LOCKSTILE SINGLE INTERLOCK LOCKSTILE 7D ASTRAGAL OUT BOXOUT) LOCKSTILE ASTRAGAL IN BOXIN) INTERIOR EXTERIOR 6 t 01 1070 7ECJ#4OtOGYDRft,'F N. VEWICE R W73 P. O. SM 1529 NOKCAUS, Ft 3W4 A LYNN MILLER, P.E. P E;V _58705 CERT. - c DOUBLE ASTRAGAL INTERLOCKM DOUBLEINTERLOCK LOCKSTILEj LOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK A DOUBLE LOCKSTILE INTERLOCKU ASTRAGAL LOCKSTILE CIS DOUBLE 3LESINGLE INTERLOCK INTERLOCK NOTES 1) DVAILS APPLY TO 2.3 AND4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2A FOR ANCHOR LOCATION & SPACING 3) SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS 4) CONTINUOUS ANCHOR PLATE. ITEM N8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS J. R. 1 11/17/14 1 SERIES NAME CHANGE D-- Vo- - 4 PANEL TYPES J ROSOWSKI 10, Tmw VINYL SGD INSTALLATION GUIDELINES 1 11118/10 570/ 2770 js NTS1 13 OF 13 FPA-SGD570-011 A ABBRBt/1AT10NS ABV. ABOVE INSUL. INSULATION A/C AIR COMPRESSOR INT. INTERIOR ADJ. ADJUSTABLE LAM. LAMINATED AHU AIR HANDLER LAV. LAVATORY ALT ALTERNATE LUM, LUMINOUS AMP. AMPERAGE M.C. MEDICINE CABINET BD. BOARD MFR. MANUFACTURER BLK BLOCK MIN. MINIMUM BLK'G. BLOCKING MTD. MOUNTED C.L. CENTER LINE MTL, METAL CART. CABINET N.I.C. NOT IN CONTRACT CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE P.L. PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE PH. PHONE C.J. CONTROL JOINT PLYWD. PLYWOOD CMU CONCRETE PR. PAIR MASONRY UNIT PT PRESSURE TREATED D. DRYER R. RISER DBL. DOUBLE RAD. RADIUS DIA. DIAMETER R/A RETURN AIR GRILL DIM. DIMENSION REF. REFRIDGERATOR DISP. DISPOSAL REV. REVERSE DP. DEEP RM. ROOM DR. DOOR R.O. ROUGH OPENING D.S. DOWNSPOUT R/S ROD AND SHELF DTL. DETAIL S.C. SOLID CORE D.W. DISHWASHER S.D. SMOKE DETECTOR EA. EACH S.H. SINGLE HUNG ELEV. ELEVATION SH SHELF ENG`D. ENGINEERED SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM, SIMILAR EXT. EXTERIOR SGD. SLIDING GLASS F.G. FIXED GLASS STD. STANDARD FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK FLITG FLOORING T.O.C. TOP OF CURB FLUOR. FLUORESCENT T.O.P. TOP OF PLATE FR. DR. FRENCH DOOR T.O.S. TOP OF SLAB FTG. FOOTING TYP. TYPICAL GA. GAUGE U,N.O. UNLE55 NOTED G.F.I. GROUND -FAULT OTHERV415E CIRCUIT VP. VAPOR PROOF INTERRUPTER W. WASHER GL. GLASS W/ WITH GYP. BD. GYPSUM BOARD WD. WOOD H.C. HOLLOW CORE WOW. WINDOW HDR. HEADER W/H WATER HEATER HT. HEIGHT W.I. WROUGHT IRON W.P. WEATHER PROOF COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSRPOSURE"C" Vuk =139 mph ...Vasd =108 Mph ,... C,C41ONENT LOCATION GdMP4NENT EFFECTIVE AREA (D 10 15 20 35 50 15 100 ROOF ANGLE 7 to 21° (6.12) 111 bob 1b3 61b 155 653 145 623 135 542 12b 56.4 12.0 535 ROOF A*LE > 21' to 45' 21.1 34b 2bb 33.4 26.4 33.1 25A 322 25.4 312 25.0 305 24b 24.1 MALE 24.1 34b 240F+26D3 383 EA 25.4 32.1 252 30b WALL & ROOF FRAMINGNOTES r C06TRLICTION 90d CONFORMTO THE LATE5T EDITIONOF • AVESO 5PECIFICATION5 FOR HOOD CON5WTION'BY! r• PROOLICT A55OGIATION. 2. ROOF AND r IN ACCORDANCE! DIPPED Zr HAND OR 6ON DRIVEN NAIL5.6M •• r AND EGOVALENT TO HAND DRIVEN NAIL5, ! I r FROMTO 10 3. ALL • O• FRAMED HALL 5TUD5BE A5 NOTED! AND A MINKIMr OF OR BETTER.. !. HALL 51,105BE A MINIMLIMOF OR U.N. O.BETTER4ALLLOAD BEARIN65 FLOOR AND ROOF FRAMIN65 MEMBER5 94ALL BE MIN. 5YP #2 OR BETTER, HOOD HEADER5 A5 NOTED ON PLAN5. ALL WAVER MATERIAL TO BE 5C(I`THERN YELLOH PINE #2 MINM PROVIDE R!rPER rU.N.O. 1. BER OFJAC K 5M)5 AT ••ENIN6:6 PER 5C+EDJLEON 01 LINLE95 OTHERH15E NOTED ON PLAN5. PROVIDE r! t 5AHN COLLIMNr• ALL 61RDER5D BEAM5 IN FRAMED NOTED OTHERN5E ON OF i BE U5ED. 5TRAP MEMBER DIRECTLY TO TOP OF COLM AND BOTTOM A5 NOTED ON PLAN5. PROVIDE 501-ID 2x BL"IW7 IN FLOOR O BEARIM HALL BELOHa• r HEAVY HOLD 00ft MAY BE • GURED 50ME LOC!. A5 NOTED! • • . ENO JOINT5 IN 5TIWTLRkDOLIBLE PLATE 5HALL BE ! •'. 5WTLRk DOUBLE TO BE r ! 10. AT EXTERIOR FRAME HALL5, PROVIDE RILL PANEL OF 5HEATHIW7 FROM ALL CORNER ED(7E5. hn PANEL R6TBE 5AHCUT AROLIND AW r•: DETAIL5 FORNAILIN65 REGMIZEMENT5. 1 ALL !!r IN CMACT! t LR13ER OR 5EPARATED•! METAL PLATE5. ALL NAIL5 AND BOLT5 EXP05ED TO HEATHER 5HALL BE HOTDIPPED r UPLIFT1 #' UPLIFT C04CLTOR5 ARE ONLY REGURE0 ON MEMBERS IN KALL5 THAT ARE EXP05ED TO LIPLIFT MEMBER5 OF T"HEH HALL HAD NOTNEED TO HAVE CONNECTOR5 APRJED. 2. UPLIFT COWTOR5 TO PROVIDE C4ON11WTY FROM ROOF TRLF_6E5 M PLATE5 TO5AB AND FOLIOATION PER PLAN. 3. UPLIFT CONNECTOR5 AT ROOF TR66B 94ALL BE BENT OVER •• aIOR05 A5 REOUIRED Mv PRIOR TO ! OF ! !• BLOCK • 6. NO 6OWTOR 94ALL BE BENT IN TIE FIELD KE55 NOTED A5 ACCEPTABLE IN THE 6041ECTOR PROVXT CATAL06 1. MEN !• • at ITEM5 TX-EWOF • HALF ON b. IN5TALL ALL 5P6( r t !• , TO CONNECTOR r OR OF RAY 51,65TITM ROXANE 5TRAP NTH 5TRAPr OLD DOM VALLE OR , VALLE IN FIELD ! VERIFICATION, PROVIDED ALL MWA( flLIRER5 1N5TkLATION STRUCTURAL CRITERIA 1. APPLICABLE •'• FLORIDA :IDWIDIM 60VEEDITION !RE51VENTIAL 3; 5ECTIONR301 NON -NO - BORNE PERPER5 RE61ON If 11 •' ENCLO5ED'BUILDIN65EE ROOF AND FLOOR FRAHW7 PLAN FOR APPLICABLE LIVE AND DEAD LOA05 CONSTRUCTION # 1. S WOES: FLORIDA : rI* C4TE 6TH EDITION• CODE 2014 EUILDER/ARCSTECT OF ANY 0156REPANCIE5 PRIOR TO PROCEED* NTH C06TIRLICTION, 3. ALL 606TF44TION 5HALL BE BRACED AND 91ORED BY GONTRA(r- A5 REWRED TO PERFORM•• TERMITEPROTECTION TERMITICIVE TREATMENT 15 RE( 715TERED BY THE FLORIDA DEPARTMENT OF AC-RULTLIRE AND r: ' 2. 1" COMPLETIONOF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF •RIANCE 5HALL BE 1550 BY A LIGEN5ED• • •!COMPANY BULDIM HA5 RECEIVED A COMPLETEFOR THE PREVENTIONOF 5fflTERRANEAN TERMITES.TREATMENT M, NTH THE RLILE5 AND LAY6 E5TABL1510 BY THE FLORIDA DEPARTMENT OF A6RIULTUIRE AND C06)MER 5ERVICE5'. FOUNDATION NOTES 1. FOWATION 15 DE516NED: D ON PRE5MVE 5AFE ALLOHABLE'• Of P5F. CONTRACTOR BEARW PRE55LRE OF •0 013TADO PRIOR TO FOOTIN65 PLACEMENT. FOOTIN6 5HALL BE RACED ON • r 501L FREEOF OR6ANIC r::• BE PERFORMED AND A COPY OF THE WVEY 94ALL ON THE 51TE FOR THE BUILOW, 1W5PECTOR5 TO KWBZ TO VERIFY REWIRED CONCRETE NOTES BE 2500 P51 AT 25 DAYS AND ORDAXE NTH AL,I. 31bA5. HELPED NRE FABRIC 94ALL BE IN ACLOROAXEEDITION OF CONCRETE#NOTES 2. CONCRETE • .. , !, . .•6RADE N, TYPE AND 94ALL HAVE A COWRE59VEOF •0 • i ON THE NET 6RO55 5ECTIONALAREA. 4. MORTAR 9441 BE TYPE V OR *5' IN ACCORDANCE NTH A6TM G210, 5, ALL Kk5ONARY LINIT5 51ALL BE LAD IN FMIW7 ar UND. 6. PROVIDE • :r 0.. P FOR BEAR1%rr PRE-ENGINEERED rr F WOOD TRUSSES AaMAWE NTHTHELATE5T EDITION5OF • r 1' r FOR 5TRE&6RAOE LLIMBER ANDRECOMMENDED BY THE ATTENTIONBEFORE FABRICATION. ANY DEVIATIM OR 06CREPANCIE5 FROM THE PLAN5 TO BE BROW T# THE OF : i.. PRIOR TO PROGEEPIM. TO 9.FPLY ALL TRJ55 To TRIL155 Hk6ER5AW CONNECTION5. REVIEH BEFORE FABRICATION. !,. PRANN666 94ALL 940Ky .. OF r PERTHE FRAMIN6 , 5PACW • RAFTER5, 1. ALL • r •RI* FLOOR I ROOF FRAMIN6 MEMBER5OR BETTER. UND. LOADSMISC LIVE O. OTHER , ,/.i 40 11-21- 16 PERMIT Matt Phelps Architect FL, LICENSE NO, AR9W1 220 SANDLEWOOD TRL WINTER PARK, FL. 32789 407.260. 9437 cf! CONSTRUCTION SHALL sE PER INDICATED DIMENSIONS AND NOTES ONLY, ANY DISCREPENCIES TO BE REPORTED TO ARCHITECT FOR CLARIFICATION! Ma# Phelps FI. License No. AR98401 I Sht, 1 1 SLAB NOTES: I. O- DENOTE5 FILLED GELL NU 3000 P516RGUT W 145 RE13AR U.N.O.. 2. 4' MEN. 2500 P51 GONCRETE 5LAB KITH b"Xb"' #IOAO h.h.M/ OR FIBER ME5H ICI 6 MIL VAPOR BARRIER ON GLEAN HELL GllWAGTEO EARTH FILL. Fi NEW EXI5TIN6 REBARINTO 4 EXISTING DETAIL 3/4' PIA, x b' OR HOLE FOR #5 BAR DONIEL 5ET IN EPDXY ADeIYE r--------- NOTE5: DRILLED HOLE TO BE GLEANED PRIOR TO DISPENSING ADHESIVE I EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE tREBARDOWELK6T BE GLEAN AND OIL FREE L___i__i-J 2 4' GONGRETE SLAB BLOCK COLUMN NI- 8'x8' THIGKBe E06E PER PLAN 4' SLAB h- TOP OF SLAB TO AL16N b THIGKBW EXT. SLAB SEE PLANhEXT. POOL DECK 8 ° GRADE LANAI 5LA6 SLAB EDGE RECESS " 5EE PLAN 4 HN. VARIES 4' AT WKEWD 51-M 4 z 8• E06E h-1#5 BAR 4' cm. TOP OF FT6. FIN. `cv PER PLAN 6RAOE SLAB EDGE FT6. TO PRO. -CT 4' MIN. BEYOND 045's CM. FACE OF 150LATED -*_ - AAI6 ON CHAIR5 ENTRY COLT MN5 P PAD FT6. PER LM TYP MONO COLUMN FOOTING DETAIL SLAB EDGE 2 a I I I f- - - - - - - - — - I DONIEL AND EPCIXY SLAB F00TER I N/ (2)#534'L. BARS INTO EXISTING SLA8 E660E BEFORE POLIRIN6 TYP (3) LLOGATION5 Ak 3 OP OF SLABITCH n REF. ELEV.) IOP OF I I I SLAB I I 3/4VP, I 2 3 E 56P 24' x24'x10' PP, I`" 4'-0' 20'-0' CM 4'-0' f POOR W N(W N0 GONG. FT6. h- 3)# 5 BAR5 EA. 1 LTOPOFFT6. -I'-8' MINIMUM BELONN 0'- 0' ELEV. 28'- 0" 36'- 0' Ll PLAN REVISION DATES: 11- 21-18 PERMIT Matt Phelps Architect FL. LICENSE NO. ARS8401 220 SANDLEWOOD TRL WINTER PARK, FL. 32789 407, 269,9437 Q V M O CI a Of -"-` 9 h 1, 3 J 00 CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS AND NOTES ONLY, ANY DISCREPENCIES Q TO BE REPORTED TO ARCHITECT FOR CLARIFICATION! i Matt Phelps FI. License NO. AR98401 FOUNDATION PLAN Sht, 2 LINTEL NOTE5: 1. REFER TO PLAN(5) FOR BOTTOM OF LINTEL HEI644T5, HEIGHTS 5TATE0 MEAaJRED FROM 0'-0' REF. ELEV, RE55 OTHER 115E NOTED AND MEASKE) TO BOTTOM OF LINTEL ACRO55 OPENING. 2. COtCRETE IN LINTEL SECTIONS SHALL BE 3000 P51 0 2b DAY5 3. REBAR 5TE11 SHALL BE MIN. GRADE 40 DEFORMED. 4, LINTEL5 MAR FACTIRED BY GA5T-GRETE OR LOTT5 ARE ACCEPTABLE. REFER TOM ACTVRER 51,16MITTAL5 PROVIDED BY CONTRACTOR FOR MORE INFO. 5. 5AWCUT LINTEL5 A5 REO V. TO LENGTH NOTED ON RAN5. LINTEL 5EGTION5: b'H. PREGA5T U' LINTEL ON TOP C4UR5E FILL 1 NU LONG. I45 MIN. 6-1/2' EIR6. ON END5) 8"H. KNOCKOUT GMl TOP r CaR5E FILL NU GONG. d 145 fl 01, PRECAST OR PRE5TRE55ED41? LINTEL -FILL Wl C4X. E 1-85 r' MIN. b-1/2' BRG. CAI END5) b'H. RECE551D PREGA5T V LINTEL -FILL W GONG. 1 145 MIN. b-1/2' BR6. ON END5) 2R b'H. KNOCKOUT 04) TOP COURSE FILL W OX.1 145 CPU COlkW5) FILL o W/ GONG. o PREGA5T OR PRE5TRE%W V LINTEL -FILL W/ CONG. t 14!JILHN. b-1/2' BR6. ON E") 814, RECESSED PRECA5T V LINTEL -FILL W! GONC. 4 145 MIN. b-1/2' BR6.ON EN05) 3R II PLAN REVISION DATES 11-21-I6 PERMIT Matt Phelps Architect FL. LICENSE NO. AR9W1 220 SANDLEWOOD TRL WINTER PARK, FL. 32789 407.289.9437 I - Ib' 50. CM COLUMN 4 c FILL ALL CELL5 K/ COI,. t-- 205 VERT. REBAR5 5H P.G. LINTEL H/ 5/4x5/0 GMU GOCKef ABV. rFPROPE I 3 0 0 I C TSTEAMTP. O- b" TOP OF SLAB BOT` bb* b'- O' O.G. UNDER LINTEL 5/4x5/0 EREF. ELEV.j ; I UNTIL LONW, FILL HAS GORED Ib' Sa. Gm COLT tN TOP OF MASONRY AT 8'-8" A.F.F. L=bf_b' J w FILL ALL CELLS/ L=4'-4' UNLESS OTHERWISE NOTED BOT. 3) 5 VERT. KEBABS 3R BOT. +b'-10' 5/4x5/0 2bbb I I -CITE 200bb L=21'4' 3 CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS AND 4 PAID. SGD BOT• +b -b NOTES ONLY, ANY DISCREPENCIES TO BE REPORTED TO ARCHITECT FOR CLARIFICATION! BOT. + 8'-0° PROVIDE TEMP. a"ORT5 AT 6- 0" O.G. FADER LINTEL 1: P. C. LINTEL w/ UNTIL COW, FILL HA5 CURED I GW COURSE ABV, 4'-0' 20'-0' 41-0' 36'- 0' Matt Phelps Fl. License No. AR98401 MASONRY PLAN SCALE: 1/4' = 1'-0' ht. 3 F. ROOF ON. ABV. EA5TIW7 %D/HNXH RBVVEP 16, 50, 6MU COL" OPENIM TO REMAIN FILL ALL CELL5 W COW,. z, 205 VERT, REBAR5 P.G.LINTEL KI 5/45/0 GW COW5E Af3\/. I 81-r a6. 9, IYVI16. HT. LANAI 5fl- 45/05/NEW LIVING RM COW,. 5LAB a Ib' 50. CK COL" FILL ALL GELL5 VV CDW,. 3#5 VERT. REBAR5 51-1- 5/45/0 28bb I-LITE 200bb 4 PANEL 5CO r P.G. LINTEL K/ GM COARH A[3V. 81-00 PATIO COW,, SLAB 41-0- 201-0- 4'-0" 1ST FLOOR PLAN 1/411-11-011 PLAN REVISION DATES: 11-21-16 PEWIT matt Phelps Architect FL. LICENSE NO. ARSWI 220 SANDLEWOOD TRL WINTER PARK. FL, 32789 407.269.9437 cv C> C C 00 CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS AND NOTES ONLY, ANY DISCREPENCIES TO BE REPORTED TO ARCHITECT FOR CLARIFICATION! Matt Phelps FI. License No. AR98401 S ht. 4 ELECTRICAL NOTES: I. ELECTRICAL LAYOUT WINN 15 561-1EMAFIC. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EX15TIM CONDITIONS. EXI5TIN6 TO REMAIN WHERE APPLICABLE. CONTRACTOR 514A -L VERIFY ALL LOGATION5 AND FIXTtIRE 5ELEGTION5 W( OWNER PP10R TO IN5TALLATION OF ANY FIXTWE5, 2. ELECTRICAL CONTRACTOR SHALL VERIFY THAT AL ELECTRICAL 1145TALLATI06 MEET ALL APPLICABLE LOCAL, STATE, AND NATIONAL ELEGTRICAL GODE5. 3, ALL RECEPTACLE OUTLET5 REO`D, PER NEC 2014 514ALL BE TAMPER RE515TANT E PROTECTED BY ARG-FALT GIRGUIT INTERRUPTER(5). 4, GMU CELL 9-ELL OR Cam. FILL 5HALL NOT BE CUT OR CHIPPED AT GP I FILLED CELL LOGATION5. ELECTRICAL 130XE5 ON 51NGLE RRR GMU WALL5 5HALL BE LOCATED IN ION -FILLED GELL5. 5. PROVIDE CONDUIT FOR ALL 15T FLOOR FLOOR GI-G. ELECTRIGAL, ELECTRICAL LEGEND Q r r e, • r • 1 i r / , a 7 1ST FLOOR ELECTRICAL PLAN „,. PLAN REVISION DATES: II- 21-lb PERMIT Matt Phelps Architect FL. LICENSE NO. AR98401 220 SANDLEWOOD TRL WINTER PARK, FL. 32789 407. 269,9437 E 0 00. 0 r rrr r rrrrr r rrrrr CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS AND 11NOTESONLY, ANY DISCREPENCIES TO BE REPORTED TO ARCHITECT FOR CLARIFICATION! Matt Phelps FI. License No. AR98401 11 Sht, 5 1 5TRAP AT EA, TRJ55 NZ I TA24'5TRAP NAILIN65 56HEOLLE UPLIFT OF NAIL5 VALES REQUIRED 2235 ll)IOd x 1-1/2' TYPICAL ROOF TRUSS TO BLOCK WALL CONNECTION I UNLE55 • EP4115E NOTED O LFLIFT LOAD REISVIR&IIENT5 013TAINED FROM 5EALEV kV61NEERIN6rGa ' • ' as LINTEL 5TRAP(5) IN5TALLED PARRELLEL TO GABLE END TRU55 N INDICATES FACE OF TRUSS, TRUSS END, OR VERT. TRUSS HEEL SETBACK 1/2" FROM FACE OF BLOCK TO ALIGN FACE OF EXT. SHEATHING W FACE OF EXT. FACE OF CMU WALL All BEARING WALL HTS. +8`-8" AFF UNLESS OTHERWISE NOTED 1:12 ROOF SLOPE UNLESS OTHERWISE NOTED DESIGN LOADS: ROOF LOADS: LIVE - 20 PY. OEM -11 P5F. (TL. -1 PY), (BC. - 0 P5F) ATTIC WO 5TOR. LIVE LOAD PER FBC-R TABLE 3015(b) BOTTOM CHORD NON-COCIJRReT LIVE LOAD - ID PY, HIV SPEED - Veit = 134 MPH ...... Vasd = 110 MPH EXP09K CATEGORY - 'C' EH 109V BUIUOI* TYPE CONNECTOR SCHEDULE PLAN KARKMOVEAPPLICATIONQTY. C-01'WTOR NO. MAX WLIFT FA5TENER5 / REMARKS I TR65 TO BLOCK WALL I I+ETA24 2,235 E) IOd x 1-1/2' 2 TRI& TO BLOCK WALE. I HHETA.24 2,235 11)10d x 1-1/2' - STRAPS AT 24' O.C, 3 TRU55 TO LEDGERI f I L1626 05 1 (4) (Od EA. TO CARRY1% h E CARRIED MR-UR All G mectors to be 5" Strong -To. InstaRatIon per MaVacb rer Re,+V meets. Epoxy to be"5tr h Ttpe Epoxy such as SIVp5on Epoxy-Tfe 5ET. FRAMING PLAN NOTES: q_ 1. PERMA*NT OR TRFORAREIRACOF 1 BE PER : s WOE OR A5 NOTED ON 5• 1 Ir INDIVIDUAL 516NED•D 5EALED TRIM DIA6RAH5BY yEN6INEER. TO TFV-6CONNECTOR5I LE06ER CONNINECTOR5s •, : OF TRIF-6 MANLIFACTLI... 3. PROVIDE OR BETTER 2x4 BIL0. AT 48' 0.6, :TM. s• 1'0•• 60 r TOE44AILED r r Tl- ERHI5E 9VM ON • ON FRAMI% PLAN OR ELEVATIONS. 5. FACE OF ROOF OR FLOOR TR)% ENO VERTICAL 5ETBACK 1/ 2' FROM FACE OF CA WALL BELOW - AT GABLE EN05. I I IIIIIIIIIII CONNECTOR.- INDICATORS ON THE PLAN CONNECTOR hli HR PER 561-1EDULE IWI II PLAN REVISION DATES 11- 21-16 PERMIT Matt Phelps Architect FL. LICENSE NO. AR9W1 220 SANDLEWOOD TRL WINTER PARK, FL. 32789 407. 269.9437 r- w O o zi w c+ coo CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS AND NOTES ONLY, ANY DISCREPENCIES TO BE REPORTED TO ARCHITECT FOR CLARIFICATION! t Mat# Phelps , FI. License No. AR98401 ROOF FRAMING PLAN «kE. - Sht, 6 2'-0" O.H. EXI5TIN6 PAINTED BLOCK r------------------- i WALL FLA5N1 N6 REO'D - INSTALL PER ROOF I N6 MANUFAGTURER'5 INSTALLATION INSTRUCTION AT ROOF WALL INTERSEGTION, L------------------J EXISTW 94IN67LE ROOF BEYOND WALL FLA5HIW7 REQ'D AT ALL WALL TO ROOF F.G. LINTEL INTERSECTIONS"' ON TOP C,OYa o LANAI FRONT ELEV. 3/I6"= I'-O" (1-106E REAR) PAINTED DOCK WALL FLASHI% REQ'D AT ALL WALL TO ROOF INTERSEGTIONS"' 5TV" 12 1 , WEEP SCREED ITT P.G. LINTEL ON TOP CAUR5E 2'-0" o.H. GLG. HT. / TOP OF BLOCK PATIO TOP OF SLAB LEFT SIDE 3/I6"=I'-O" (HOUSE RIGHT) WALL FLA 1-11%- REQ'D AT ALL WALL TO ROOF NEW MODIFIED INTERSECTIONS"' BITUMENOI6 FLAT 5T ao - ROOF 5Y5TEM 2 O° 12 I" / 12" SLOPE O.H. WEEP SGREEP I CLG. HT. / TOP OF BLOCK — — RIGHT SIDE 3/Ib"= I'-0" (HOUSE LEFT) PLAN REVISION DATES: II-21-lb PERMIT Matt Phelps Architect FL. LICENSE NO. AR98401 220 SANDLEW'OOD TRL WINTER PARK, FL. 32789 407.269.9437 w CQfo s W 0 co CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS AND NOTES ONLY, ANY DISCREPENCIES TO BE REPORTED TO ARCHITECT FOR CLARIFICATION± Matt Phelps FI. License No. AR98401 II Sht, 7 I'' MODIFIED BITUMENOUS ROOFING (ATTA( H PER MANLF. IN5TALLATION DETAIL5) OVER ONE LAYER OF 34r UNDERLAYMENT ON 1/16' SPAN RATED 5TRUCTURk 5HEATHIN6, 5EE ROOF NAILING PATTERN} AND COMMON FRAMED ROOF TRUSSES AT 24' O.G. - ---. rw.w awa c PTO. MTL. DRIP EDGE 12" ALUMINUM FA561A OVER 2x12 affA5GIA-- --' CONT. ALUM. VENTED SOFFIT - EE 54T 'FR' FOR APPLICABLE LOGATiON5 AND DETAIL5 OF I-HR. FIRE RE515TAFCE PER R342.1 FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV, METAL NAILS AT 24" O.G. MAX. 12 ELLEV . R-3b MIN. IN5ULATION 5EE ENERGY CAL65. FOR REO D R-VALUE 112' GYPS' BD. GLG. SAG RE5I5TANT) DIAPHRAM AREA FA5TEN W/ 5d NAI AT 4" O.G. REMAINDER AT 1' O.G. r , 11• r r r,r• ,. u, ,, DRYKALL OVER RT. . , 0, ,.OPEN CMUI ELA5T• • m;! . ACRYLICBLOCK 1iIw wi wPRIMER YI w, • ONLYII NTH r •• • r BA rr BEFORE .. .• r ,. , ;. ..B, w . COW, FILLED BLOCK CELL A5 LOCATED PER Ir r OR bxb 10/10 VW OVER b-MIL POLYETHYLENE 1 1I. www, r VAPOR BARRIER FIN15H GRADE Ii -- GLEAN COMPACTED 16 „ TERMITE TREATED FILL lit MONOLITHIC 5LAB EDGE 5 BAR DOWEL TIED TO FTC. RE -BAR Ib" FOOTING PER FDTN, PLAN AT EA. REINF. FILLED CELL A5 MIN. LOCATED PER 5LAB PLAN — — — — TYP. EXT. BLOCK WALL SECTION. 5GALE: 1/2"=1'-0" GROUT 50LID AT TOP OF GELL 5AWAIT APPROX. 4'Wx24"H.OPENIN6 IN WALL NOTE5: DRILLED HOLE TO BE GLEANED PRIOR TO 015PEN5ING ADHE5IVE EPDXY ADHESIVE TO H16H STRENGTH TYPE REBAR DOWEL MUST BE GLEAN AND OIL FREE 5AWCUT APPROX. 4'Kx24"H, OPENING IN WALL 25' MIN. LAP OF 12FRAR5 3/4' DIA. x b' DP. HOLE FOR r5 BAR DOWEL 5ET IN EPDXY ADHE5IVE TOP OF EiLK. WALL MIRM I I*-- 3/4' DIA. x 6' OR HOLE FOR #5 BAR DOWEL 5ET IN s EPDXY ADHE5IVE ADDED REINF. FILLED BLOCK CELL DETAIL TAPCCN INSTALLATION ANCHOR CHART FOR BLOGK OPNGS. W/ BUCK5 11/2" THICK OR GREATER WIDTH WIDTH WIDTH WIDTH D F E F D D E D D E D 24" O.G. 8" qj. MAX. MAX. A 8, A BII A G MAX. B B B G WDN, G NON. NDN, G OPNG. A A OPNG. OPNG. A 5T.D OR EXT. DOOR SILL / MULL 51LL / MULL OPNG. SINGLE WDW. OR MULTIPLE SIDE STACKED WDW. BY SIDE WDWS. W/ MULL BTWN. Q W/ MULL BTWN. Q xNON.OPNG. LOCATION5 NON.OPNG. LOCATION5 HEIGHT IN HEAD (D WIDTH IN HEAD (D EXTERIOR DOORDOPENINGS40.01- TO 0" A,B 40.01" TO 0' DE 00, 011, TO 80" A , G 60.011, TO 80" D , F 80. 01" TO 100" A , B , C 80.01" TO 100" D , E , F I. LOGATION5 PER INDIVIDUAL NON. OPNG DIMEN5ION NOT MULLED WDW. OPNG. DIMEN51ON 2. MAXIMUM ALLONABLE 5PACiN6 BTWN. TAPGON ANCHORS TO BE 24" O.C. PLAN REVISION DATES: 11- 21-lb PERMIT Matt I Phelps Architect FL. LICENSE NO. AR98401 220 SANDLEWOOD TRL WINTER PARK, FL. 32789 407. 289.9437 E c C> w C> Eclon oW 0 00 CONSTRUCTION SHALL BE PER I INDICATED DIMENSIONS AND i NOTES ONLY, ANY DISCREPENCIES TO BE REPORTED TO ARCHITECT FOR CLARIFICATION! t Matt Phelps FI. License No. AR98401 Shts D1 1' PRE( A5T G(NIG. MIN. 21/2' WIDE BXK- LINTEL ABV, OPN6. MAXIMUM 2 3/4' BUILT IF TAPGON PER 13/4' OR CMU JAMB THICKNE55 - CONNECT IN 5CHEDULE MIN. GAIILK BTWN. 3/16' PIA. TAPCON5. BUCK / BLOCK TAP( ON LENGTH MUST BE 50FFIGIENT TO ACHIEVE MIN. EXT. FACE CEMENT FIN15H /'' 1 1/4' EMBEDMENT INTO OF BLOCK OVER BLOCK ' BLOCK IAMB / HEAD INSTALL WOW./DOOR 5CREW DRYWALL ANCHOR INTO BUGK PER INSTALLATION DETAIL5 HEAD/JAMB FOR BUCK THICKNESS 11/2" OR GREATER At CEMENT FIN154 OVER BLOCK PRECA5T CONG. SILL z my 2)IOd x 1 1/2' AT 24' O.G. FOR BUCK BUILT UP TO 2 1/2' THICK PROVIDE 2x P.T. A6AIN5T VK BLOCK FOR BUILT IF (2)bd x 21/2' AT 24' O.G. BUCK5 2' THICK OR MORE FOR BUCK BUILT UP 2112' BUILT UP BUCK DETAIL THICK OR MORE THICKNESS 11/2" OR GREATER BLOCK WALL OPNG. WDW.IDOOR BUCK DETAILS 5' INGL, ROOF O.H. RIM ROOF E06E 4 ROOF O.H. f [ i ZONE I - USE bd NAIL5 I`: IT O.G. (FIELD) b" O.G. (EO6E) ZONE 2 - U5E bd NAIL5 @ b" O.G. (FIELWE06E) ZONE 5 - UU5E bd NAIL5 @ 4" O.G. (FIELWE06E) ROOF NAILING PATTERN ALL NAIL5 TO BE RIN6-514ANK TYPE CODE REFERENCE ALL LATH AND LATH ATTAC1MENT5 SHALL BE OF WRRO50-RE515TMT MATERIAL. EXPANPEP METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2' - 116A6E NAIL5 HAVIN6 A 1Ab' HEAD, OR 1/b' LOIN Ib 6A6E 5TAPLE5 5PACED NO MORE THAN b', OR OTHERN-5E APPROVED. IN AGGOROANGE W- FBC R103.b.4 OR R103b.1 FBC R103b.2.1 WEEP 5GREE05 - MINIKH NO.26 6ALVANIZED SHEET 6A6E WRRO51ON RE515TANT WEEP 56REE0 OR PLASTIC WEEP SGREEP WITH A MINIMUM VERTICAL ATTACHMENT FLAN6E OF 31/2" SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR 5TUP WALL5 IN AGCORDA,NCE WITH A5TM 6 q2b. THE WEEP 5GREED SHALL BE PLACED A MINIMUM OF 4 INCHE5 ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS.TFE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLAKE. THE EXTERIOR LATH SHAH COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE VEEP 5CREED FBG R103b3 - WATER RE515TIVE BARRIER5 INSTALLEP OVER WOOD -BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYER5 OF GRADE D PAPER STUCCO DETAILS r, rr 11/6' CEMENT PLA5TER ON PAPER BACK LATH AIR INFILTRATION BARRIER DE516N 5TANPARD: TYVEK) PROVIDE b' NODE PEEL t 5TIGK TLA941N6 TAPE' ACRO55 JOINT 5TW U-U t FRAI E Kkt PRIOR TO Pf±P 5OUD 116TALLATION z iv MID -WALL WEEP 5GREED 112' MIN. CEMENT PLA5TER -- 8'CMU WALL DETAIL @ BLOCK I FRAME CONNECTION PLA5TER11b' CEMENT TAPER BALK LATH 18' HIDE PEEL I 5Ta MEMBRANE OR METAL O. 14NYL TRIM i r i' CONTROL P' • VERTICAL CONTROL / EXPANSION JOINT DETAIL AT 2ND STY FRAME EXT. WALLS PLAN REVISION DATES: 11-21-16 PBRMIT Matt Phelps Architect FL. LICENSE NO. AR98401 220 SANDLEWOOD TRL WINTER PARK, FL. 32789 407169.9437 c-- c CD r CD c3 W 0 oa CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS AND NOTES ONLY, ANY DISCREPENCIES TO BE REPORTED TO ARCHITECT FOR CLARIFICATION! F nnFi t ; f Matt Phelps , FI. License No. AR98401 II Sht D2 I RMEWED R)R CCX* 5r - PLAN6 E)WMINEF DATE SAN 47