The URL can be used to link to this page

Home My WebLink About406 W 15 St 17-333- PLUMBINGr - 0 fa srx, 3 1 a NOV U 9 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION SY:_---=-—% - Application No: _ 1q-333 Job Address: u V1 • r`' S'i" Parcel ID: uv Documented Construction Value: S Historic District: Yes No [, NA Residential M Commercial Type of Work: New Addition Alteration Ill Repair Demo Change of Use Move Description ofWork:Oy 41 +D: h;tlAina Plan Review Contact Person::H ai o (-st, E11 yt bt+' A Title: PhonekH D?,y5,3' $° Fax: Email: E11{lUl'S'yVCs'br»akFl. Gore Property Owner Information Name Phone: Street: Resident of property., City, State Zip *1 tie, nr z&ti.z' rnra.° YCotractor Information Name rl atX11i1` F. 1fV iSiDD S(vl , Phone: 10 1 Street: IU S OrarOV, P AvssDm T(-1 • Fax: City, State Zip:10r_1 OW -04 FI 2)nD State License No.: Arch itectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: _ Bonding Company: Address: 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: Sth Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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 ihat I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City`of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signatureof tractor/Agent Date ala hurs- Ei a-, Pri C ntractor/Agent's Name A/L r1X 11 I J (3 V ANNETTE BLAND Notary Public - State of Florida Commission #F GG 060823 My Comm. Expires Jan 16, 2011 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical EJ Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Gas Roof Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: X#36101 D of Heads UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: lune 30, 2015 Permit Application POWER OF ATTORNEY Date: 06/28/2.017 1 hereby name and appoint: an agent'of: to be my lawful'attorney-in-fact to act for to apply for, receipt for, sign for and do all things:hecessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Parcell License Holder Name: $r(Ah V_t plc(! State License Number: Signature of License He STATE OF FLORIDA COUNTY OF Ofanae The foregoing instrument was acknowledged before me this day of D e e7 -le ' A' i 2097 by 13,nZ_4,A1 ,i , /i S'mac% e- who is ® personally, known to me or D who has produced As, identification a ho did (did ,not) take an oat . . Signature of Notary Print or type Notary name Notary Pub!FeState of Mdda Notary Public - State of Stephen Williams c mycommission FF 957609 Commission No. 4a M1 Expires 03/06/2020 My Commission Expires: Scanned by CarnScanner IN ow Page 1 of 2 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method IN Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 651)264-5308 alan.barstad@AndersenCorp.com Alan Barstad alan.barstad@AndersenCorp.com Windows Single Hung SANFORD pgRiTi<; 17-333 a d Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2016 Validated By Locke Bowden 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15906 R1 COI COI Andersen 100 SS.pdf Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Year 2010 2005 2008 CJI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. 11/7/2016 BCIS Home ? Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F8C Staff f BCIS Site Map Links Search` Fi hda Product Approval L. USER: Public User EI. a = Product Approval Menu > Product or Application Search > Application List > Application Detail MAWFL FL15906-R1 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method IN Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 651)264-5308 alan.barstad@AndersenCorp.com Alan Barstad alan.barstad@AndersenCorp.com Windows Single Hung SANFORD pgRiTi<; 17-333 a d Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2016 Validated By Locke Bowden 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15906 R1 COI COI Andersen 100 SS.pdf Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Year 2010 2005 2008 CJI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. 11/7/2016 Documentation from approved Evaluation or Validation Entity OYes ONO ON/A FL15906 R1 COC SA15906 SS 2015-03-18.Ddf Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 03/23/2015 Date Pending FBC Approval Date Approved 03/25/2015 oummaryvr rruuucts FL # Model, Number or Name 15906.1 100 Series Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Please refer to installation instructions, AWD029, and evaluation report, PER 2121, for further limitations of use. Page 2 of 2 Description Single Hung Window Installation Instructions FL15906 RI II AWD029 SS.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15906 R1 AE PER2121 SS.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: gag =-F=eet Credit Card Safe 11/7/2016 ANDERSEN CORPORATION And f INSTALLATION NOTES: - SIZE S CONFIGURATION 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, SHEET REVISION UNLESS OTHERWISE STATED. 1 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF GUSSET INSTALLATION NOTES: ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 1. FOR INSTALLATION TO 2X WOOD BUCK, USE TWO (2) 012 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF ±1/2 INCH OF WOOD. SCREWS PER GUSSET. INSTALLATION SHALL THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT MAINTAIN THE FOLLOWING REQUIREMENTS: EMBEDMENTA. MINB. CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE MINIIMUM OF 3/4" MUM EDGE DISTANCEE F 3/4 INSTALLATION ANCHOR TO THE NEXT. 5 4. THROUGH FRAME/INSTALLATION CUP: FOR INSTALLATION INTO 2X WOOD FRAME USE 2• FOR INSTALLATION TO METAL SUBSTRATES, USE TWO (2) TWO (2) #8 WOOD SCREWS PER INSTALLATION CUP OR ONE (1).#8 WOOD SCREW 1/4-2TAIN0 TEX SCREWS PER INSTALLATION SHALL THROUGH FRAME PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE I W INCH NG REQUIREMENTS: T. MAINTAIN THE FOLLOWING REQUIREMENTS: A. MINIMUM PENETRATION OF 3 THREADS BEYOND METAL MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. STRUCTURE S. THROUGH FRAME/INSTALLATION CLIP: FOR INSTALLATION THROUGH 1X BUCKTO B. MINIMUM EDGE DISTANCE OF 1/2" CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3/16 3. FOR INSTALLATION INTO CONCRETE/MASONRY SUBSTRATES, INCH ITW TAPCON THROUGH FRAME PER LOCATION OF SUFFICIENT LENGTH TO PLEASE REFER TO SHEET 1, INSTALLATION NOTE S. ANCHORS ACHIEVE 1 214 INCH MIMIMUM EMBEDMENT OR ONE (1) OF THE FOLLOWING SHALL FOLLOW SAME SPECIFICATIONS AS OUTLINED FOR THROUGH EACH INSTALLATION CLIP: INSTALLATION CLIPS. - 5.1. 3116 INCH ELCO CRETE -FLEX SS4 THROUGH INSTALLATION CLIP PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. GENERAL NOTES: 5.1. 1/4 INCH ELCO AGGRE-GATOR THROUGH INSTALLATION CLIP PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1314 INCH MINIMUM EMBEDMENT. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 5.3. 114 INCH HILTI KWIK-CONII THROUGH INSTALLATION CLIP PER LOCATION OF MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA SUFFICIENT LENGTH TO ACHIEVE 1314 INCH MINIMUM EMBEDMENT. BUILDING CODE (FBC), 2009 INTERNATIONAL BUILDING CODE 5.4. 114 INCH POWERS TAPPER THROUGH INSTALLATION CUP PER LOCATION OF AND THE 2009 INTERNATIONAL RESIDENTIAL CODE, SUFFICIENT LENGTH TO ACHIEVE 1314 INCH MINIMUM EMBEDMENT. EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 6. THROUGH FRAME/INSTALLATION CUP: FOR INSTALLATION THROUGH METALSTUD AAMA/WDMA/CSA 101/1.51/A440-05/OBUSETWO (2) #8 SELF -TAPPING SCREWS PER INSTALLATION CLIP OR ONE (1) #8 SELF TAPPING SCREW THROUGH FRAME PER LOCATION OF SUFFICIENT LENGTH TO AAMA450.10 ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL STRUCTURE. 2, ADEQUACY OF THE EXISTING STRUCTURAL 7. NAILING FIN: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 08 WOOD CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A SCREW OR 8D COMMON NAIL PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE I MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 1/1 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 8. NAILING FIN: FOR INSTALLATION THROUGH METAL STUD USE ONE (1) #8 ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT OF SEL PPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM INSTALLATION. PENETRATION BEYOND METAL STRUCTURE. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 10ANSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF FOR THE PROJECT OF INSTALLATION. CORROSION RESISTANT MATERIAL OR HAVE CORROSION RESISTANT COATING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 11.FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEJOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF . FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED MORTAR JOINT INTO FACE SHELL OF BLOCK. ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 12.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR DOCUMENTS FOR USE WITH THIS DOCUMENT. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT SPECIFIED BY THE ANCHOR MANUFACTURER. RESISTANCE. 131NSTALLATION ANCHOR CAPACITIES FOR PRODUCTS 6. WINDOW FRAME MATERIAL: FIBREX®. HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. 7, GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04 GLASS B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. CHARTS. SEE SHEET6FOR GLAZING DETAILS. C.MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. MIN. COMPRESSIVE 8. DESIGNATIONS "X"ANO"O"STAND FOR THE FOLLOWING: STRENGTH OF 1500 PSI. D. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 X: OPERABLE PANEL MILS. (20 GUAGE) 0: FIXED PANEL , E. ALUMINUM -1/8" MINIMUM THICKNESS (6063 -TS). 9, CUSTOM SIZES AVAILABLE UPON REQUEST. 100 SERIES SINGLE HUNG WINDOW UNIT# SIZE S CONFIGURATION TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES 2 A ELEVATIONS 3 A ELEVATIONS &ANCHOR LAYOUTS 4 A THROUGH FRAME/INSTALLATION CLIP ANCHOR LAYOUTS 5 A VERTICAL SECTIONS 6 A HORIZONTAL SECTIONS 6 GLAZING DETAIL 7 A COMPONENTS 6 BILL OF MATERIALS 8 A MULLION DP CHART I& DETAILS 9 A MULLION DP CHART 2 UNIT# SIZE S CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING I O/X) 47 1/2' X 77 1/2' 1. 30 PSF NON -IMPACT 2 O/X) 411/2" X 95' 30 PSF NON -IMPACT 3 O/X) 47 1/2' X 89 1/2' 30 P5F NON -IMPACT 4 O/O/X) 47 1/2" X 95 1/2" 30 PSF NON -IMPACT 5 O/X,O,O/X) 143 1/2' X 711/2' 30 PSF NON -IMPACT NOTE: 1. SEE SHEETS & 9 FOR MULLION DP CHART, ASSEMBLY & INSTALLATION DETAILS FOR UNIT -TO -UNIT FIBERGLASS MULLIONS. Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2012.08.23 17:47:52 -04'00' WINDOWS - DOORSt P4:(651)'264.5150 FX:(651)2643485 v / J Z Q H^' v) p LL W w V t7 COLL O O N LL vi ' L PAS ,A• N_ . H N m CO U_ J V) DWG #: AIW0021 SHEET: q OF 9 H z mm 3p li#v i zZ3 s E r Vj m m,,,11 °..` V) MV p W V wc u' mw ate[ Z m 4 V) J LU D Z N LU ii gZJ Q mUio w 15 LU a v / J Z Q H^' v) p LL W w V t7 COLL O O N LL vi ' L PAS ,A• N_ . H N m CO U_ J V) DWG #: AIW0021 SHEET: q OF 9 H z UNIT MAX. HEIGHT 711/2" UNIT MAX. WIDTH 471/2" D.L.O MAX. WIDTH 411/4" D E 5 5 D.L.O. MAX. HEIGHT 34 5/8" UNIT MAX. HEIGHT 6 6 c 951/2" 5 OPERABLE SASH MAX. HEIGH 381/4T L .X.. OPERABLE \J SASH MAX. WIDTH 44 3/4" SASH MAX. _ WIDTH 45 5/e" ELEVATION ELEVATION UNIT MAX. WIDTH 143 1/2" ELEVATION I D.L.O. MAX. HEIGHT 171/4" 1 SASH MAX. UNITHEIGHT 35 7/8" MAX. HEIGH 891/291/2 b t UNIT MAX. WIDTH 471/2" IMDOW{•DDORS UNIT MAX. FX: (651) 264-5485 WIDTH 471/2" aD A D.L.O MAX. 3 rnmliit e WIDTH 411/8" o Hag D E Z A J 5 5 r+ 5z O " 0 6a. F 6 6 Dip 0" 0j VI mQ Lu pZQm UNIT 5 MAX. CQ xu CL o A HEIGHT m 771/2" N X" UNIT MAX. HEIGHT 711/2" UNIT MAX. WIDTH 471/2" D.L.O MAX. WIDTH 411/4" D E 5 5 D.L.O. MAX. HEIGHT 34 5/8" UNIT MAX. HEIGHT 6 6 c 951/2" 5 OPERABLE SASH MAX. HEIGH 381/4T L .X.. OPERABLE \J SASH MAX. WIDTH 44 3/4" SASH MAX. _ WIDTH 45 5/e" ELEVATION ELEVATION UNIT MAX. WIDTH 143 1/2" ELEVATION I D.L.O. MAX. HEIGHT 171/4" 1 SASH MAX. UNITHEIGHT 35 7/8" MAX. HEIGH 891/291/2 b t UNIT MAX. WIDTH 471/2" IMDOW{•DDORS V) w 7 - ELEVATION ELEVATION 0 D UNIT MAX. CL ix LL WIDTH 143 1/2" D.L.O. MAX. UNIT MAX. w uWIDTH411/4" WIDTH 471/2" mu. D E O 5 5 cN 0 Q Z Ga F D.L.O. MAX. 0" HEIGHT % 1 O *. dAX. UNIT 311/2" !G .,• ••• MAX. 50. HT HEIGH 711/2T SASH MAX. 6 tL HEIGHT " X" "X" "X" Ny 35 3/8" 6 6 SASH MAX. ELEVATION Z V) Y LL Q z WIDTH 44 3/4" 5 o p v N Z NOTE: QUALIFIES TWIN UNITS OF DWG'#: EQUIVALENT OR LESSER PANEL AIW 002 9 DIMENSIONS SHEET: 2 OF 9 PH: (651)264-51550 FX: (651) 264-5485 aD A 3 rnmliit e AAX. o Hag HT Z A J 16" r+ 5z O " 0 vd Dip oQ 0j VI mQ Lu pZQm ww n pZQQN a tii g CQ xu CL o A m N Q10 V) w 7 - ELEVATION ELEVATION 0 D UNIT MAX. CL ix LL WIDTH 143 1/2" D.L.O. MAX. UNIT MAX. w uWIDTH411/4" WIDTH 471/2" mu. D E O 5 5 cN 0 Q Z Ga F D.L.O. MAX. 0" HEIGHT % 1 O *. dAX. UNIT 311/2" !G .,• ••• MAX. 50. HT HEIGH 711/2T SASH MAX. 6 tL HEIGHT " X" "X" "X" Ny 35 3/8" 6 6 SASH MAX. ELEVATION Z V) Y LL Q z WIDTH 44 3/4" 5 o p v N Z NOTE: QUALIFIES TWIN UNITS OF DWG'#: EQUIVALENT OR LESSER PANEL AIW 002 9 DIMENSIONS SHEET: 2 OF 9 UNIT MAX. WIDTH 411/2' UNIT MAX. D.L.O MAX. WIDTH PANEL MAX.M WIDTH 38" WIDTH 713/4" r<5 E 5 UNIT MAX. D E WIDTH 411/2"— 5 5 UNIT D.L.O MAX. MAX. H WIDTH 38" HEIGHT "O" "0" 6 D E 231/ T2" ° 0" 5 5 Go" F D.L.O. MAX. ) A ELEVATION 6 6 C O" GHT 4111/2" 5 TRANSOM UNIT 5 NOTE: QUALIFIES ALL TRANSOM CONFIGURATIONS UNIT HEIGHT OF EQUAL OR LESSER FIXED PANEL DIMENSIONS MAX. HEIGHT 771/2" F -G 6 6 INSTALLATION CLIP . 95" AT END M EACH INSTALLATION CLIP AT INTEGRAL MULLION MIDSPAN FOR UNITS C WIDER THAN 10' S J_ 4.0" FROM r CORNER (TYP.) "0" LE 6 6 4.0" FROM '(r CORNER (TYP,) rTALLA N FOR CLIP AT' 3.5" FROM MIDSPAN FOR UNLTS INSTALLATION CLIP CORNER (TYP.) WIDER THAN 10' ATE OF EACH INTEGRAL MULLION 9 5 3.5" MAX. O.C. (TYP.)--{ ELEVATION ARCH TOP 3.5" MAX. O.C. TYP.) 3.5" FROM ALL CORNERS (TYP.) m1m%..1 lwil Lj-%I wV 1 - IYnIL 1 11• APPLIES TO ALL CONFIGURATIONS ELEVATION ARCH TOP NOTE: 2 1. ALL MULLED UNITS SHOWN ARE INTEGRAL MULLED UNITS.LL 2. FOR UNIT -TO -UNIT MULLING OPTIONS AND INSTALLATION N REFER TO SHEETS 8 & 9. 11"o"s —OR5 1 100 FOURTH AVE N NORTH BAYPORT, AN 55003-1096 PR..(651)264.5150 FX: (651)264.5,65 h m m m Y 3p i it v Z6t a O Nmg v JAMB O.C. V)—faW INSTALLATION D.L.O. MAX.w p j; b m w m HEIGHT Z DISTANCE 621/2' U, V) w m 2 Am a:. N mc118dmu; Z a IN.) IN) m NAIL FIN FF- WI Ofa M i 1.50 0.75 3.50 3.50 3.50 NAIL FIN 1 WOOD BD COMMON NAIL 1.50 0.75 3.50 1 3.50 3.50 NAIL FIN MAX. 8 SELF -TAPPING SCREW L.M. D.L.O. 0 3.50 3.50 3.50 HEIGHT SND 25 9/16" NOTE: 2 1. ALL MULLED UNITS SHOWN ARE INTEGRAL MULLED UNITS.LL 2. FOR UNIT -TO -UNIT MULLING OPTIONS AND INSTALLATION N REFER TO SHEETS 8 & 9. N Z VN) Y LLL c Z 1002! 3 OF 9 ANCHOR SCHEDULE HEAD/SILL JAMB O.C. CORNER INSTALLATION QTY PER SUBSTRATE ANCHOR TYPE EMBEDMENT EDGE DISTANCE. IN.) O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN) IN.) NAIL FIN 1 IWOOD B WOOD ANCHOR 1.50 0.75 3.50 3.50 3.50 NAIL FIN 1 WOOD BD COMMON NAIL 1.50 0.75 3.50 1 3.50 3.50 NAIL FIN 1 METAL 8 SELF -TAPPING SCREW 3 THREADS N/A 3.50 3.50 3.50 SND N Z VN) Y LLL c Z 1002! 3 OF 9 u + 4.0" FROM ]- w u v CORNER (TYP.) a/ p m0" "O. 0" r 1.0" (TYP.) N 1.5" (TYP.) " X" r 3.5" FROM %- 01 CORNER (TYP.) 4/ 4.0" FROM r- 4.0" FROM CORNER (TYP. INSTALLATION CLIP AT MIDSPAN CORNER (TYP.) LL: I- qkl INSTALLATION CLIP AT END FOR UNITS WIDER THAN 10' OF EACH INTEL CLIP AT END OF EACH INTEGRAL MULLION OF EACH INTEGRAL MULLION y ; ANCHOR LAYOUT I' •. ANCHOR LAYOUT THROUGH FRAME/ THROUGH FRAME/ INSTALLATION CLIP INSTALLATION CLIP m T LU 4.0" FROM CORNER (TYP.) r 1.0" (TYP.) r 1.5" (TYP.) 3.5" FROM CORNER (TYP.) NOTE: 1. ALL MULLED UNITS SHOWN ARE INTEGRAL MULLED UNITS. 2. FOR UNIT -TO -UNIT MULLING OPTIONS AND INSTALLATION REFER TO SHEETS 8 & 9. 4.0" FROM CORNER (TYP.) 3.5" FROM I- CORNER (TYP.) 3 5" FROM 3.5' FROM CORNER (TYP.) T 4.0" FROM _r 0" 4.0" FROM CORNER (TYP.) CORNER (TYP.) W'IROOWB•... loo FOURTHAVE NNORTH BAYPORT. MN5100J• I0R96S PH:(651j 264.5150 FX:(651) 264.5185 m CORNER (TYP.) 0" 3.5" FROM j -CORNER (TYP.)3 zp m ti 2t a I1 1.0' (TYP.) 1- T 4.0" FROM J_ 0" 2 < u• I > g am 1.5" (TYP.) J CORNER (TYP.) r 0. V) •z g a W X. ff 3.5" FROM 1 r1. 1.0" (TYP.) I1 1.0" (TYPJ w o co Z "c m C 1 + CORNER (TYP.) { J r rtn w g ix o a Z FROM i 1.5" (TYP.) x„ 1.5" (TYP.) r a LU b n c aui4.0" 1 m a CORNER (TYP.) ANCHOR LAYOUT L 3.5" FROM CORNER(TYP.) 3.5" FROM CORNER (TYP.) u vq THROUGH FRAME/ INSTALLATION CLIP LAYOUTS 4.0- FROM avq CORNER (TYP.) Co LAYOUT m THROUGH FRAME/ THROUGH FRAME/ In ui INSTALLATION CLIP AT MIDSPAN FOR UNITS INSTALLATION CLIP INSTALLATION CLIP Z m INSTALLATION CLIP AT END MULLION WIDER THAN 10' . INSTALLATION CLIP AT END OF EACH INTEGRAL MULLION O H Z JOFEACHINTEGRAL3.5" FROM I 3.5" FROM O CORNER (TYP.) CORNER (TYP.) H Z V) Y Z < H WINOTE: 1) APPLIES TO TN UNITS OF EQUIVALENT OR LESSER PANEL o 0 0 c) N Z DIMENSIONS. #: 2) INSTALLATION CLIPS AT EACH END OF MULL ARE EXCLUDED FOR TWIN DWGA W p0 2 9UNITS47-1/2" & NARROWER. SHEET : 4 OF 9 CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN FIN d 2X WOOD BUCK EXTERIOR FINISH BY OTHERS / O.A. WINDOW HEIGHT 1 EXTERIOR IEXTERIOR O.A. WINDOW HEIGHT PERIMETER CAULK- BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BETWEEN - FIN d 2X WOOD BUCK 8 WOOD SCREW OR 8D COMMON NAIL INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS 11/2" MIN. EMBEDMENT CONCRETE/ MASONRY BY OTHERS 8 WOOD SCREW OR 8D CAULK BETWEEN COMMON NAIL INSTALLATION CONCRETE/ MASONRY & IX ANCHOR WOOD BUCK BY OTHERS IX WOOD BUCK 3/4" MIN. BY OTHERS EDGE DISTANCE CAULK BETWEEN FIN 4 IX WOOD BUCK EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR B SEE GLAZING EXTERIOR o INTERIOR DETAIL 1 6 p VERTICAL SECTION tj HEAD 2X WOOD FRAME NAILFIN VERTICAL SECTION 5 MEETING RAIL SEE GLAZING DETAILI INTERIOR 1/4" MAX. SHIM SPACE r 3/4" MIN. i EDGE DISTANCE 2X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X 11/2" MIN. WOOD BUCK BY OTHERS EMBEDMENT g VERTICAL SECTION 5 SILL -2X WOOD FRAME NAIL FIN CONCRETE/MASONRY INSTALLATION ANCHORS. SEE INSTALLATION NOTE 5, SHEET 1. 2 1/2" MIN. EDGE DISTANCE MIN. EMBEDMENT 1 , / 1 I 1/4" MAX. _ O.A. 1-3/4" MAX. SHIM SPACE WINDOW DISTANCE FROM HEIGHT 2 FRAME EXTERIOR INTERIOR SEE GLAZING DETAIL 1 VERTICAL SECTION 5 HEAD - IX WOOD/CONCRETE/MASONRY INSTALLATION CLIP EXTERIOR SEE GLAZING INTERIORDETAIL1 4 O.A. WINDOW ` 1 MAX. DIST HEIGHT 2 IFp DISTANCE FROM IFRAME 1 1/4" MAX. SHIM SPACE MIN. EMBEDMENT PERIMETER CAULK—A.- BY AULK fti BY OTHERS , CONCRETE/MASONRY PRECAST SILL—/.. INSTALLATION ANCHORS. BY OTHERS SEE INSTALLATION NOTE 5, SHEET 1. 2 172" MIN. EDGEDISTANCE VERTICAL SECTION 5 SILL-CONCRETE/MASONRY INSTALLATION CLIP WIND0W3•D00Df PH:(651)264-5150 FX:(651)264.5165 LL i N_ W m N co Z J V) rao 3i u_ z 0 DWG #: A W0029 SHEET : 5 OF 9 mm 3 1vUvr OZ ZZ o N g X LL V=j VW C) 0 W V VmwLu C jm m Z DLij Z H aeoz ui 8 Q u, c Lu LL i N_ W m N co Z J V) rao 3i u_ z 0 DWG #: A W0029 SHEET : 5 OF 9 1/4" MAX. SHIM SPACE METAL STUD FRAMING H CONCRETE/ MASONRY BY OTHERS ix WOOD BUCK Tco z BY OTHERS I B 3i LL 8 SELF -TAPPING SCREW p O INTERIOR INSTALLATION ANCHOR DWG #: 1 3 INTERIOR 3 CAULK BETWEEN oa Z ilSEEGLAZING Z c 8 SEE GLAZING J DETAIL H F 3 THREADS MIN. PENETRATION17 k6m m A WOOD BUCK BY OTHERS BEYOND METAL STRUCTURE SHEATHING o BY OTHERS CAULK BETWEEN Ln ;E FIN S SHEATHING 2 4 a? Lu o EXTERIOR FINISH N , m C EXTERIOR BY OTHERS:5 o < a Z PERIMETER CAULK O.A. WINDOW -- ui gx BY OTHERS WIDTH F HORIZONTAL SECTION 6 JAMB - METAL STUD FRAME mWo w_ EE GLAZING NAIL FIN 1/2" MIN. GLASS BITE EXTERIOR 3/4" O.A. INSULATED GLASS INTERIOR SILICONE BACK BEDDING GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300-04 GLASS CHART REQUIREMENTS 1/4" MAX. SHIM SPACE CONCRETE/MASONRY MIN. wieoows•ooRRs INSTALLATION ANCHORS. EMBEDMENT SEE INSTALLATION NOTE 5, 100',FOVRTH AVE N NORTH BAYPORT, MN 55003.1096 SHEET I. ' PH:(651)i64-5150 FX' 651 264 54 5 TERIOR SEE GLAZING DETAIL I VERTICAL SECTION 6 INTEGRAL MULLION POST INTERIOR H HORIZONTAL SECTION 6 INTEGRAL MULLION POST H CONCRETE/ MASONRY BY OTHERS ix WOOD BUCK Tco z I B 3i LL m p O BY OTHERS 1 DWG #: m 1 INTERIOR 3 CAULK BETWEEN oa Z il Z c 8 SEE GLAZING J CONCRETE/ MASONRY d 1X H F iL. k6m m A WOOD BUCK BY OTHERS Ln ;E 16m< 16 a? Lu o m N , m C21/2" MIN. j EDGE DISTANCE o < a Z I JI ui gx mWo w_ EE GLAZING k DETAILI 4 2ej EXTERIOR EXTERIOR FINISH Ip O.A. BY OTHERS o WINDOW PERIMETER CAULK m WIDTH BY OTHERS In w HORIZONTAL SECTION co 6 JAMB - 1X WOOD/CONCRETE/MASONRY ZDTHROUGHFRAME TERIOR SEE GLAZING DETAIL I VERTICAL SECTION 6 INTEGRAL MULLION POST INTERIOR H HORIZONTAL SECTION 6 INTEGRAL MULLION POST LL H T Tco z a 3i LL w v p O m DWG #: LL p AWD029 0 N Z SEE GLAZING J 10 DETAIL 1 iL. i••, LL N T Tco z W a,o 3i vZ NpOU DWG #: AWD029 SHEET: 6 OF 9 O FRAME FIBREX 3.240" 1.750" 3.250" OFIXED SASH STILE FIBREX 1.240"-- 2.230. OOPERABLE SASH STILE O GLAZING BEAD3FIBREX4FIBREX 1,420"-- 1.750.. OOPERABLE SASH END CLIP5FIBREX 2.098" 0.459" OINSTALLATION CLIP9304SS 4.962" c 0 0 00 1.500" o O 001 0.894" 0.287" OFIXED SASH MEETING RAIL6FIBREX a 1.420" 10 MULLION STIFFENER ALUMINIUM 6063-T5 1.000" 2.500" OFIXED SASH REINFORCEMENT GALVANIZED STEEL 1.210" 1.023" 11 FIBERGLASS MULLION FIBERGLASS 3.250" 0.500" OINTEGRAL MULLION 12 MULLION TRIM VINYL 1.391" POT REF 0.433" POT f--7 REF Hoowz.000rts PH: (651? 26131'50 FX: (651) 264.5195 BILL OF MATERIAL NO. PART NUMBER DESCRIPTION MATERIAL MANUFACTURER 1 FRAME FIBREX ANDERSEN 2 FIXED SASH STILE FIBREX ANDERSEN 3 OPERABLE SASH STILE FIBREX ANDERSEN 4 GLAZING BEAD FIBREX ANDERSEN 5 OPERABLE SASH END CLIP FIBREX ANDERSEN 6 FIXED SASH MEETING RAIL FIBREX ANDERSEN 7 FIXED SASH REINFORCEMENT GALVANIZED STEEL ANDERSEN 8 INTEGRAL MULLION FIBREX ANDERSEN 9 INSTALLATION CLIP STAINLESS STEEL ANDERSEN 10 MULLION STIFFENER AL. 6063-T5 ANDERSEN 11 FIBGERGLASS MULLION FIBERGLASS ANDERSEN 12 MULLION TRIM VINYL ANDERSEN 13 MULLION GUSSET PLATE GALV. STEEL ANDERSEN OFIXED SASH REINFORCEMENT GALVANIZED STEEL 1.210" 1.023" 11 FIBERGLASS MULLION FIBERGLASS 3.250" 0.500" OINTEGRAL MULLION 12 MULLION TRIM VINYL 1.391" POT REF 0.433" POT f--7 REF Hoowz.000rts PH: (651? 26131'50 FX: (651) 264.5195 j) Lu ZJ cn HJ H a kb U. Lu uw v a m U - 0 N U 0.031"J„JIBE GL 55 MULLION GUSSET PLATE13 y 1.000” 0.047" 1.387" 0.500" 1.250" N m m W. O O O O F N ZN SLu- Q)-' 1.750" 1.12'5 o o v Z o 0 0 0 o DWG `#: 8.500 AI 0029 SHEEIT: 7 OF 9 m 3 m Y v a Zo zlty B a yC o_ Ski 1) z < C < s N Z LL m < gc 0 m Z1a+`° vwj H m ADZ1eiMQZ w conic a W m j) Lu ZJcn HJ H a kb U. Lu uw v a m U - 0 N U 0.031"J„JIBE GL 55 MULLION GUSSET PLATE13 y 1.000” 0.047" 1.387" 0.500" 1.250" N m m W. O O O O F N ZN SLu- Q)-' 1.750" 1.12'5 o o v Z o 0 0 0 o DWG `#: 8.500 AI 0029 SHEEIT: 7 OF 9 MULLION DP CHART 1 SPAN IN.) W IN.) NAILING FLANGELESS FLANGELESS FLANGE UNITS UNITS UNITS INTO INTO WOOD OR INTO WOOD OR CONCRETE/ METALSTUD METALSTUD MASONRY Allowable Allowa le Allowable Design Pressure Design Pressure Design Pressure a o'3 xx Qz o o v 36.0 40.0 40.0 40.0 40.0, 40.0 40.0 V) 48.0 40.0 40.0 40.0 40.0 35.6 35.6 60.0 52.0 40.0 40.0 40.0 40.0 32.9 32.9 56.0 40.0 40.0 40.0 40.0 30.5 30.5 60.0 40.0 40.0 40.0 40.0 28.5 28.5 66.0 36.0 40.0 40.0 40.0 40.0. 40.0 40.0 48.0 40.0 40.0 40.0 4_0.0 32.4 32.4 52.0 40.0 40.0 40.0 40.0 29.9 29.9 56.0 40.0 40.0 40.0 40.0 27.7 27.7 60.0 40.0 40.0 40.0 40.0 25.9 25.9 72.0 30.0 40.0 40.0 40.0 40.0 40.0 40.0 36.0 40.0 40.0 40.0 40.0 39.6 39.6 48.0 40.0 40.0 40.0 40.0 29.7 29.7 52.0 40.0 40.0 40.0 40.0 27.4 27.4 56.0 40.0 40.0 40.0 40.0 25.4 25.4. 60.0 40.0 40.0 40.0 40.0 23.7 23.7 78.0 30.0 40.0 40.0 40.0 40.0 40.0 40.0 36.0 40.0 40.0 40.0 40.0 36.5 36.5 48.0 40.0 40.0 40.0 40.0 27.4 27.4 52.0 38.3 40.0 38.3 38.3 25.3 25.3 56.0 37.0 40.0 37.0 37.0 23.5 23.5 60.0 36.0 40.0 36.0 36.0 21.9 21.9 84.0 30.0 40.0 1 40.0 40.0 40.0 40.0 40.0 36.0 40.0 1 40.0 40.0 40.0 1 33.9 33.9 48.0 36.0 40.0 36.0 36.0 25.4 25.4 52.0 34.4 40.0 34.4 34.4 23.5 23.5 56.0 33.1 38.6 33.1. 33.1 21.8 21.8 60.0 32.0 37.3 32.0 32.0 20.3 20.3 90.0 24.0 40.0 40.0 40.0 40.0 40.0 40.0 30.0 40.0 40.0 40.0 40.0 38.0 38.0 36.0 40.0 40.0 40.0 40.0 31.6 31.6 48.0 32.7 38.2 32.7 32.7 23.7 23.7 52.0 31.2 1 36.3 31.2 31.2 21.9 21.9 156.0 29.9 34.8 29.9 29.9 20.3 20.3 60.0 28.8 33.6 28.8 28.8 19.0 19.0 96.0 24.0 40.0 40.0 40.0 40.0 40.0 40.0 30.0 40.0 40.0 40.0 40.0 35.6 35.6 36.0 36.9 40.0 36.9 36.9 29.7 29.7 48.0 30.0 35.0 30.0 30.0 22.3 22.3 52.0 28.1 32.8 28.1 28.5 20.5 20.5 56.0 26.6 31.0 26.6 27.2 19.1 19.1 60.0 25.3 29.5 25.3 26.2 17.8 17.8 NOTE: 1) MULLION CHART 1 APPLIES TO ANY COMBINATION OF 100 SERIES UNIT -TO -UNIT FIBERGLASS MULLION. ASSEMBLIES OF SINGLE HUNG / GLIDING WINDOW / CASEMENT / AWNING / PICTURE WINDOW FRAME TYPES IN TYP. COMBINATIONS AS SHOWN IN ELEVATIONS A & B. 2) DESIGN PRESSURES ARE READ IN PSF. 3) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE FIBERGLASS MULLION OR THE INDIVIDUAL WINDOW UNIT OF INSTALLATION. 4) MAXIMUM MULL SPAN OF 8 FT. MAXIMUM ASSEMBLY SIZE OF 12' X 8' OR 8' X 12'. S) 1 -WAY (RIBBON OR STACK) MULL ASSEMBLIES ONLY. ASSEMBLIES MAY BE UP TO 6 UNITS WIDE OR 6 UNITS HIGH. 6) GUSSET PLATES SHALL BE USED AT EACH END OF MULLION AND ATTACHED TO ADJACENT WINDOW UNITS WITH A TOTAL OF TWELVE (12) #8 X 1" PH SCREWS PER GUSSET PLATE. 7) INSTALLATION OF GUSSET TO THE ROUGH OPENING SHALL FOLLOW ANCHOR REQUIREMENTS SET FORTH FOR INSTALLATION CLIPS, SEE GUSSET INSTALLATION DETAIL, K/8. 8 SELF -TAPPING SCREWS ALTERNATTNG,10" O.C. MAX. SEE GLAZING DETAIL 1 L TWO BEADS OF SILICONE USED TO SEAL EXTERIOR PVC CAP HORIZONTAL SECTION MULLION ASSEMBLY TYP. TMI;TAI I ATTnN ANCHORS, SEE GUSSET NOTES, SHEET 1. K ISOMETRIC VIEW 8 GUSSET INSTALLATION, TYP. DISTANCE SPAN ELEVATION A TRIBUTARY WIDTH = W = (A+8)/2 W wlseows..000Rsl 100 FOURTH AVE N NORTH mI4P T.MN55003-1096 PR (631) 264-5150 F)(: (651) 264.5465 O H m u # a a o'3 xx Qz o o v DWG #: ZLti g a 6-j J ... SHEET: 8 OF 9 V) w CL O V1 m w m H -C m V) p Q ZiiigmLUo F UL) = N 'j. WN ',,Z to yIZL <I a o'3 xx Qz o o v DWG #: AW0029 SHEET: 8 OF 9 SPAN NO ELEVATION 8 UNIT -TO -UNIT MULL OF INTEGRAL MULL UNITS N 'j. WN ',,Z to yIZL <I a o'3 xx Qz o o v DWG #: AW0029 SHEET: 8 OF 9 MULLION DP CHART 2 PANSPAN NAILING FLANGE UNITS W INTOWOODOR METALSTUD FLANGELESS UNITS INTO WOODOR METALSTUD FLANGELESS UNITS INTO CONCRETE/ MASONRY a Allowable Allowable Allowable Design Pressure Design Pressure Design Pressure 60.0 36.0 40.0 40.0 40.0 40.0 40.0 40.0 48.0 40.0 40.0 40.0 40.0 35.6 35.6 52.0 40.0 40.0 40.0 40.0 32.9 32.9 56.0 40.0 40.0 40.0 40.0 30.5 30.5 F 60.0 40.0 40.0 40.0 40.0 28.5 28.5 66.0 36.0 40.0 40.0 40.0 40.0 40.0 40.0 48.0 40.0 40.0 40.6 40.0 32.4 32.4 52.0 40.0 40.0 40:0 40.0 29.9 29.9 56.0 40.0 40.0 40.0 40.0 1 27.7 27.7 60.01 40.0 1 40.0 40.0 40.0 1 25.9 25.9 30.0 40.0 40.0 40.0 40.0 1 40.0 40.0 36.0 40.0 40.0 40.0 40.0 1 39.6 39.6 72'0 48.0 40.0 40.0 40.0 40.0 1 29.7 29.7 52.0 40.0 40.0 40.0 40.0 27.4 27.4 56.0 40.0 40.0 40.0 40.0 25.4 1 25.4 60.0 40.0 40.0 40.0 40.0 23.7 23.7 78.0 30.0 40.0 40.0 40.0 40.0 40.0 40.0 36.0 40.0 1 40.0 40.0 40.0 36.5 36.5 48.0 40.0 1 40.0 40.0 40.0 27.4 27.4 52.0 40.0 40.0 40.0 40.0 25.3 25.3 56.0 40.0 40.0 39,9 39,9 23.5 23.5 60.0 40.0 40.0 37.3 37.3 21.9 21.9 84.0 30.0 40.0 40.0 40.0 40.0 40.0 40.0 36.0 40.0 40.0 40.0 40.0 33.9 33.9 48.0 40.0 40.0 40.0 .40.0 25.4 25.4 52.0 39.4 40.0 39.9 39.9 23.5 23.5 56.0 37.9 40.0 37.1 37.1 21.8 21.8 60.0 36.7 40.0 34.6 34.6 20.3 20.3 24.01 40.0 40.0 40.0 1 40.0 40.0 40.0 90.0 30.01 40.0 40.0 1 40.0 40.0 1 38.0 1 38.0 36.01 40.0 40.0 1 40.0 40.0 1 31.6 1 31.6 48.01 37.5 40.0 1 40.0 40.0 1 23.7 1 23.7 52.01 35.7 40.0 1 37.3 37.3 1 21.9 1 21.9 56.01 34.2 39.9 1 34.6 34.6 1 20.3 1 20.3 60.01 33.0 38.5 1 32.3 32.3 19.0 19.0 96.0 24.0 40.0 1 40.0 40.0 40.0 40.0 40.0 30.0 40.0 1 40:0 40.0 40.0 35.6 35.6 36.0 40.0 40.0 40.0 40.0 29.7 29.7 48.0 34.4 40.0 35.3 37.8 22.3 22.3 52.0 32.6. 38.1 33.2 34.9 20.5 20.5 56.0 31.2 36.4 31.5 32.4 19.1 19.1 60.0 30.0 35.0 30.0 1 30.3 1 17.8 17.8 NOTE: 1) MULLION CHART 2 ONLY APPLIES TO 100 SERIES UNIT -TO -UNIT FIBERGLASS MULLION ASSEMBLIES OF SINGLE HUNG WINDOW FRAME TYPES MULLED TO PICTURE WINDOW FRAME TYPES, IN TYP. COMBINATIONS AS SHOWN IN ELEVATIONS C, D, & E. 2) DESIGN PRESSURES ARE READ IN PSF. 3) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE FIBERGLASS MULLION OR THE INDIVIDUAL WINDOW UNIT OF INSTALLATION. 4) MAXIMUM MULL SPAN OF 8 FT. MAXIMUM ASSEMBLY SIZE OF 12' X 8' OR 8' X 12'. 5) 1 -WAY (RIBBON OR STACK) MULL ASSEMBLIES ONLY. ASSEMBLIES MAY BE UP TO 6 UNITS WIDE OR 6 UNITS HIGH. 6) GUSSET PLATES SHALL BE USED AT EACH END OF MULLION AND ATTACHED TO ADJACENT WINDOW UNITS WITH A TOTAL OF TWELVE (12) k8 X 1" PH SCREWS PER GUSSET PLATE. 7) INSTALLATION OF GUSSET TO THE ROUGH OPENING SHALL FOLLOW ANCHOR REQUIREMENTS SET FORTH FOR INSTALLATION CLIPS, SEE GUSSET INSTALLATION DETAIL, K/8. T L SPAN 7 A" ELEVATION D TRIBUTARY WIDTH = W = (A+8)/2 UNIT -TO -UNIT MULL OF INTEGRAL MULL UNITS T SPAN A" -' Ems- "B" ELEVATION E TRIBUTARY WIDTH = W = (A+8)/2 I W I wII RDows. DOORS l 100 FOURTH AVE N NORTH BAYPORT, MN 57003-1096 PH: (6511264-5150 FX:(651)264.5465 Lo JZco C ~ H J O c LU W V lULot, 13 m O 0 N k LL C F N Z N Y LLco Q F NZ O U DWG #: AWD029 SHEETIT: 9 OF 9 03 A 3 a O Z g ! Z 1- N N a U - e 2awe w Z c LUCON LU F Z < e HW ~ G Z M pV) O a mwG at AG M y1 N- I 17TQ c Lo JZco C ~ H J O c LU W V lULot, 13 m O 0 N k LL C F N Z N Y LLco Q F NZ O U DWG #: AWD029 SHEETIT: 9 OF 9 Page 1 of 3 BCIS Home Log In i User Registration Hot Topics Submit Surcharge j Stats & Facts 'i'. Publications j FBC Staff E BCIS Site Map Links- Search bProduct Approval Fy USER: Public Userpr Product Approval Menu > Product or Application Search > Application List> Application Detail FL # FL14290-113 Application Type Affirmation e Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641)621-6096 pellaproductapproval@pella.com eSANFORID Authorized Signature Joe Hayden Sandi Robinson pellaproductapproval@pella. comTechnicalRepresentativeJosephHayden Address/Phone/Email 102 Main Street Pella, IA 50219 641) 621-6096 jahayden@pelia.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 641)621-1000 PJBortscheller@pella.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn, PE 17 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect . FL14290 R3 Eauiv ASTM E1996 Eauivalecv Statement for FL14290.odf ViI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. 11/7/2016 Page 2 of 3 Documentation from approved Evaluation or Validation Entity ?Yes 0 N 0 N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 01/29/2015 01/29/2015 02/02/2015 FL # Model, Number or Name Description 14290.1 Architect Series Model 5 Wood French Fixed Sidelight 37.875" x 119.5" Inswing Door Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14290 R3 C CAC 14290.1 CCL 1173.06.odf Approved for use outside HVHZ: Yes FL14290 R3 C CAC 14290.1 CCL 1173.23-29.1)df Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 08/13/2018 Other: 1) These sidelights are impact rated to Wind Zone 3 Installation Instructions Missile Level D. 2) Glass & glazing shall be as specified in FL14290 R3 II Drawing 1723.pdf the attached glazing detail "A" or "B". (Detail "A" is not FL14290 R3 II Glazing detail A for FL14290.1)df applicable to sidelights over 95.5" tall). FL14290 R3 II Glazing detail B for FL14290.odf Missile Level D. 2) Glass & glazing shall be as specified in Verified By: Warren W. Schaefer, P.E. 44135 the attached glazing detail "A". 3) Flat panel not to exceed Created by Independent Third Party: Yes Verified By: Warren W. Schaefer, P.E. 44135 Evaluation Reports Evaluation Reports FL14290 R3 AE Drawing 1723.pdf FL14290 R3 AE Drawing 1723.pdf Created by Independent Third Party: Yes 14290.2 Architect Series Model 5 Wood French Fixed Sidelight 37.875" x 119.5" with flat panel Limits of Use Inswing Door Impact below an intermediate rail Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14290 R3 C CAC 14290.1 CCL 1173.23-29.1)df FL14290 R3 C CAC 14290.2 CCL 1173.07.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 08/13/2018 Other: 1) These sidelights are impact rated to Wind Zone 3 Installation Instructions Missile Level D. 2) Glass & glazing shall be as specified in FL14290 R3 II Drawing 1723.pdf the attached glazing detail "A". 3) Flat panel not to exceed FL14290 R3 II Glazing detail A for FL14290.pdf Verified By: Warren W. Schaefer, P.E. 44135midspanofpanelheight. Evaluation Reports Created by Independent Third Party: Yes FL14290 R3 AE Drawing 1723.pdf Evaluation Reports Created by Independent Third Party: Yes FL14290 R3 AE Drawino 1723.pdf Created by Independent Third Party: Yes 14290.3 Architect Series Model 5 Wood Inswing Door Impact French Hinge Door 75" x 119.5" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14290 R3 C CAC 14290.3 CCL 1173.05.pdf Approved for use outside HVHZ: Yes FL14290 R3 C CAC 14290.3 CCL 1173.10-16.1)df Quality Assurance Contract Expiration DateImpactResistant: Yes Design Pressure: +40/-50 08/12/2018 Other: 1) These doors are impact rated to Wind Zone 3 Installation Instructions Missile Level D. 2) Glass & glazing shall be as specified in FL14290 R3 II Drawing 1723.pdf the attached glazing detail "B". 3) Lock shall be Amesbury 3 FL14290 R3 II Glazing detail B for FL14290.1)df point or 5 point lock system. 4) Intermediate rail and partial Verified By: Warren W. Schaefer, P:E. 44135 flat panel applies for use with this door. 5) Flat panel not to Created by Independent Third Party: Yes exceed midspan of panel height. Evaluation Reports Created by Independent Third Party: Yes FL14290 R3 AE Drawing 1723.pdf Evaluation Reports Created by Independent Third Party: Yes 14290.4 Architect Series Model 5 Wood French Hinge Door 75" x 95.5" Inswing Door Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14290 R3 C CAC 14290.4 CCL 1173.03.0 Approved for use outside HVHZ: Yes FL14290 R3 C CAC 14290.4 CCL 1173.17-22.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 08/10/2018 Other: 1) These doors are impact rated to Wind Zone 3 Installation Instructions Missile Level D. 2) Glass & glazing shall be as specified in FL14290 R3 II Drawing 1723.pdf the attached glazing detail "A". 3) Lock shall be Amesbury 3 FL14290 R3 II Glazing detail A for FL14290.1)df point lock system. 4) Intermediate rail and partial Flat panel Verified By: Warren W. Schaefer, P.E. 44135 applies for use with this door. 5) Flat panel not to exceed Created by Independent Third Party: Yes midspan of panel height. Evaluation Reports FL14290 R3 AE Drawing 1723.odf Created by Independent Third Party: Yes 11/7/2016 GENERAL NOTES: I. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE AATERWL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND GADS TO THE STRUCTURE. 3. THESE LARGE MISSILE IMPACT RATED DOOR SYSTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE 7EQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). C ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISDNG CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5. MATERIALS, INCLUDING BUT NOT UMTTED TD STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MTERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. I. TO THE BEST OF OUR KNOWLEDGE, THE DOORS SHOWN HEREIN ARE CERTIFIED & QUALITY ASSURED BY A RORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED' IN ACCORDANCE WITH THE FBC AND THE 9N-3 FLORIDA BUILDING COMMISSION SPECIFlCKnONS. DOOR ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BEIN ACCORDANCE WITH THE MANUFACTURER'S DUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7.CERTIFICATION OF THESE DOOR INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) THEY ARE INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) IF THEY ARE INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR EXPERIENCED WITH DOOR INSTALLATIONS. 3) IF CHANGES HAVE OCCURED TO THE PRODUCT'S CERTIFICATION ENOTI"S CERTIFICATE THAT CAUSE THESE INSTALLATIONS To BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. 9. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED DOOR. 9. THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED DOORS IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR; SUBSTRATES HAVE BEEN ANALYZED IN ACCORD DANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INSTAUATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS FROM APPUCABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN.THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW ORADDITIONALTESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE COMPUANCE WITH THE STATE, THE MANUFACTURER SHALLCONFIRM WITH THE 'INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CUP/ TO OPENING MINIMUM MINIMUM ISUBSTRATEI FASTENER TYPE EMBED EDGE DIST. 2)MIN. 2X6 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW 1 1/4' 3/4" MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2- C-90 CMU/2500 PSI CONCRETE 1) 1/4" CONCRETE SCREW 1/2" HINGE INSTALLATION CLIP SCREWS 37 7/8" MAX. WIDTH 6" MIN. 2X6 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 8 X 1 1/2' SMS 1 3/8' 3/4' MIN. 18 GA. 33 KSI METAL STUD NO. 8 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP DRILL SCREW FULL 1/2 - 2" MIN. MIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP DRILL SCREW FULL 1/2" HINGE STRIKE SCREWS 1 PER HEAD, SCREWS 2) MIN. 2X6 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) N0.8 SMS OR WOOD SCREW 1 1/4' 3/4' MIN. 18 GA. 33 KSI METAL STUD I NO. 8 GR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN. '1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL- 1/2'__ C-90 CM /2500 PSI CONCRETE 1 (1) 3/16" CONCRETE SCREW 11 CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE -FLEX, ITW R HEAD TAPCONS. OR -HILTI KWIK-CON II (HARDENED STEEL OR S.S.). 2X6 BUCKS MAY BE RIPPED DOWN TO MIN 4 1/4' DEPTH EXCEPT WHEN THE INSTALLATION CLIP CONDITION APPLIES. 75" MAX. FRAME WIDTH STRIKE SCREWS INTO SUBSTRATE (3 PER STRIKE PLATE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW L REQUIREMENTS (HEAD & SILL) MAX. 66 Al MAX. I 3 C1 4 x rn v MAX.'6*6:- a - I MAX. INTERIOR ELEVATION: DOUBLE RECTANGULAR DOOR SCALE: 1/2" = 1'-0" FRAME SCREW 6" 37 7/8" MAX. WIDTH 6" MAX. FRAME Al MA) MAX. SCREWS ARE ANGLED 15 6" MAX. OPPOSITE TO 20 DEGREES AWAY STRIKE SCREWS HEIGHT C1 NEGATIVE FRAME/ ILL IN.) IN.) PSF) 1 PER HEAD, SCREWS DOUBLE 1 C1 WHERE SHOWN STRIKE PLATE). 4 4 CENTERED SEE "FRAME HINGE SCREW BETWEEN INTO SUBSTRATE (1 REQUIREMENTS HINGES AT PER HINGE). INTO SIDES; 6" w SHEET FOR SCREW SEE "FRAME FROM REQUIREMENTS. PER HINGE). ANCHOR CORNERS AND SEE FRAME REQUIREMENTS EACH SIDE OF TABLE" ON REQUIREMENTS CENTER AT THIS SHEET HEAD & SILL). THIS SHEET FOR SCREW SEE "FRAME FOR SCREW REQUIREMENTS. rn ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR jREQUIREMENTS. v MAX.'6*6:- a - I MAX. INTERIOR ELEVATION: DOUBLE RECTANGULAR DOOR SCALE: 1/2" = 1'-0" FRAME SCREW 6" 37 7/8" MAX. WIDTH 6" MAX. FRAME Al MA) MAX. 3I SCREWS ARE ANGLED 15 6" MAX. FRAME TO 20 DEGREES AWAY STRIKE SCREWS HEIGHT POSITIVE NEGATIVE INTO SUBSTRATE IN.) IN.) PSF) 1 PER HEAD, OPPOSITE DOUBLE OPERABLE SILL & JAMBD1 C1 STRIKE PLATE). 4 4 SEE "FRAME ANCHOR REQUIREMENTS HINGE SCREW TABLE" ON THIS INTO w SHEET FOR SCREW SUBSTRATE (1 REQUIREMENTS. PER HINGE). SEE FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW rn REQUIREMENTS. 16" / MAX. OT. C. I / j 6" MAX. FRAME/SILL SCREWS WHERE - SHOWN (CENTERED BETWEEN HINGES AT HINGE SIDE; 16" MAX. O.C. AT LOCK SIDE; 6" FROM CORNERS AT HEAD & SILL). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. MOUNT CONDITION) ALLOWABLE DESIGN PRESSUREEDGEDISTANCEMAYBE P .. w• co DECREASED TO 1/2" IF MAX. MAX. ALLOWABLE PRESSURE SCREWS ARE ANGLED 15 FRAME FRAME TO 20 DEGREES AWAY WIDTH HEIGHT POSITIVE NEGATIVE FROM THE EDGE. IN.) IN.) PSF) I (PSF) DOUBLE OPERABLE DOORSHINGEREQUIREMENTS MAX. FRAME QUANTITY HEIGHT PER PANEL 119.5" 6 107.875" 5 99.375" 4 83.875" 3 DOORS I FIXED PANEL DOORS I 6„ MAX. 6„ MAX INTERIOR ELEVATION: SINGLE RECTANGULAR DOOR SCALE: 1/2" = 1'-0" FRAME SCREW MOUNT CONDITION) 111111 1/jA7, ' i 4F ......... A P .. w• co l` LL"` r • C) w v* a 06 z: OZ 1. b : pPo`. e, zo Lao, WN nom. o o Za U g N w )a USED FOR TI ANY OTHER PRODUCT NOROFANYOTHERPRODUCTNORMAY USED FOR RATIONAL AND/OR LOCAL APPROVAL SHEET ! RODUCT NOT PRODUCED BY THE MANUFACNREfl 1NE.WINGS. 75" MAX. FRAME WIDTH LANCHOR S INTO SUBSTRATE (3 LATE). SEE "FRAME IREMENTS TABLE" ON SCREW REQUIREMENTS 6„ MAX.6 A2 I MAX. I 3 C2 4 w N rn 6TMAX. I 16" MAX. O.C. EACH SIDE I HINGE SCREW INTO SUBSTRATE (1 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. INSTALLATION CLIPS WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ONSNEET 1 FOR REQUIREMENTS. 6" MAX. 6+6' a SILL SCREWS WHE MAX' N• 6" " FRAME ANCHOR R 37 7/8" MAX. RE 6" FRAME WIDTH 6" MAX. A2 3 OPPOSITE 6" MA: C2 4 INTO SUBSTRATE 1 PER HEAD, D2 SILL & JAMB 5 STRIKE PLATE). I v SEE "FRAME ANCHOR I HINGE SCREW INTO I w 1 FOR SCREW 5d REQUIREMENTS..- SUBSTRATE (1 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS 6TMAX. I 16" MAX. O.C. EACH SIDE I HINGE SCREW INTO SUBSTRATE (1 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. INSTALLATION CLIPS WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ONSNEET 1 FOR REQUIREMENTS. 6" MAX. 6+6' a SILL SCREWS WHE MAX' N• 6" " FRAME ANCHOR R 37 7/8" MAX. RE 6" FRAME WIDTH 6" MAX. A2 3 MAX. 6" MA: STRIKE SCREWS INTO SUBSTRATE 1 PER HEAD, D2 SILL & JAMB 5 STRIKE PLATE). OPPOSRE C2 4 v SEE "FRAME ANCHOR o REQUIREMENTS TABLE" ON SHEET HINGE SCREW INTO w 1 FOR SCREW 5d REQUIREMENTS..- SUBSTRATE (1 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON 16" MAX. EACH S o SHEET 1 FOR SCREW REQUIREMENTS. INSTALLATION CUPS WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS 13 TABLE": ON SHEET 1 FOR REQUIREMENTS. j 6" MAMA SHOWN. SEE 6" a 6 MAX. EQUIREMENTS MAX, j` INTERIOR ELEVATI MAX. DOUBLE RECTANGULAR DOOR TABLE' THEFT 1 FOR INTERIOR ELEVATION: REQUIREMENTS. SINGLE RECTANGULAR DOOR SCALE: 1/2" = 1'-0" CLIP MOUNT CONDITION) SCALE: 1/2" = 1'-O" CLIP MOUNT CONDITION) 38" MAX. FRAME WIDTH 6" 6" _ MAX.B1 B2 MAX. _ 3 C 6" MAX. 4 --T OPPOSfTE Et Et 5 5 v E2 E2 0 5 5 0 FRAME SCREWS 0 o m o OR INSTALLATION3 No CLIPS WHERE cn qa .o 0 SHOWN. SEE za a "FRAME ANCHOR _ p za N REQUIREMENTS p 0 1:5 1 X TABLE" ON SHEET g N _d. 1 FOR REQUIREMENTS. v a O.C. a DE " W rn 18" J MAX. O.C. `o0 3 m N U 0 W Z G0 No Z F=2 K. 6" MAX. wg .z e zd i xC o:a o INTERIOR ELEVATION: <7_ W SINGLE AXED PANEL ANN m SCALE: 1/2" = 1'-0" J N5 ozaw & ate FRAME SCREW OR CLIP MOUNT CONDITION) i B3'6 ki) J o n mrj y Co e C•6t Uv co O Nz a w 4K tom.- ¢: 8.. ,, : v v Fa o. a I bb ......... a 3 OI l1 I Q`\ WIN N0. REV. 1723 B 1111T N0. 2 of rj FRAME & STRIKE SUBSTRATE BY OTHERS SCREW PER PER "FRAME ANCHOR ELEVATION REQUIREMENTS TABLE" 3/8" MAX. PER ELEVATION CLIP ANGLED 15= TO 20 DEGREES IF SHIM AT NECESSARY TO MEET EDGE DISTANCE AROUND PERIMETER OF DOOR FRAME REQUIREMENTS) t.::... .. EACH ANCHOR 3/8" MAX. SHIMS n SEALANT BY OTHERS SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME EXTERIOR INSTALLATION CLIP SCREW PER "FRAME STRIKE SCREW CONTINUOUS BE SUBSTRATE BY OTHERS PER "FRAME ANCHOR ANCHOR REQUIREMENTS TABLE" (2 PER PER ELEVATION CLIP ANGLED 15= TO 20 DEGREES IF SEAL SPACE WITH LOW EXPANSION FOAM NECESSARY TO MEET EDGE DISTANCE AROUND PERIMETER OF DOOR FRAME REQUIREMENTS) t.::... .. 3/8" MAX. SHIMS AT EACH ANCHOR/CLIP SEALANT BY OTHERS 2 INSTALLATION -SUBSTRATE BY OTHERS CLIP PER "FRAME ANCHOR NO. 8 X 3/4" REQUIREMENTS TABLE" SCREW (2 PER wx K W CLIP) SEALANT BY OTHERS 1/4' MAX. '.•. `,SET •SILL IN A' • • • •• , ° • . , SHIM OR GROUT CONTINUOUS BE SUBSTRATE BY OTHERS PER "FRAME ANCHOR SILL & STRIKE SCREWS PER ELEVATION SCALE: FRAME OF SEALANT SECTIONREQUIREMENTS TABLE" Al 1/2 FULL 3 SCREW MOUNT) EXTERIOR SECTIONA2 SCALE: 1/2 FULL 3 CLIP MOUNT) HEAD ONLY SHOWN. FOR SILL SECTION SEE SECTION Al/3.) SUBSTRATE BY OTHERS FRAME SCREW PER "FRAME ANCHOR PER ELEVATION REQUIREMENTS TABLE" 3/8 MAX. SHIM AT EACH ANCHOR SEAL SPACE) WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME x 4 BY OTHERS av • e A EXT RIO ti co w ¢` c ew e o r e'd6bz ........... SECTION BI ' s°° 10°lii1 SCALE: 1/2 FULL 3 FRAME SCREW MOUNT) zO w 0 R' WNO O ~n uo a I O ZQN U N, P W —a - L Q 3 of 5 INSTALLATION CLIP SCREW PER "FRAME ANCHOR REQUIREMENTS TABLE" (2 PER OTHERS PER CLIP ANGLED 15 TO 20 DEGREES IF SEAL SPACE WITH LOW EXPANSION FOAM NECESSARY TO MEET EDGE DISTANCE AROUND PERIMETER OF DOOR FRAME REQUIREMENTS) ,: ; •...:.. ,:. s MAX. TABLE" SHIM NEXT TO HINGESCREW EACH CLIP PER ELEVATION 3/8" MAX. SHIM INV AT EACH ANCHOR 2 INSTALLATION SUBSTRATE BY OTHERS CLIP PER "FRAME ANCHOR NO. B X 3/4" REQUIREMENTS TABLE" r SCREW (2 PER c x CLIP) EXTERIOR SECTION B2 r SCALE: 1/2 FULL 4 CLIP MOUNT) SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" ' HINGE SCREW PER ELEVATION \\ INSTALLATION CLIP SCREW PER "FRAME ANCHOR REQUIREMENTS TABLE" (2 PER CLIP ANGLED 15 TO 20 DEGREES IF NECESSARY TO MEET EDGE DISTANCE REQUIREMENTS) 3/8" MAX. SHIM AT EACH ANCHOR/CLIP. SEALANT BY OTHERS SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" FRAME & HINGESCREW PER ELEVATION 3/8" MAX. SHIM AT EACH ANCHOR NO. 8 X 3/4" SCREW (2 PER CLIP) EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME CLIP FRAME WIDTH — SECTION SCALE: 1/2 FULL , J CLIP MOUNT) SUBSTRATE BY SEALANT BY OTHERS EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME r--- FRAME WIDTH SECTION(C1 SCALE: 1/2 FULL 4 FRAME SCREW MOUNT) OTHERS PER + FRAME ANCHOR REQUIREMENTS TABLE" FRAME & STRIKE SCREW PER ELEVATION 3/8" MAX. SHIM AT EACH ANCHOR —' SEALANT BY OTHERS EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME FRAME WIDTH SECTION of SCALE: 1/2 FULL 4 FRAME SCREW MOUNT) oar,urerrr o P F P." .. b. U.) U :y10w A U C A'b z N oolmol zLD m F WNO O ( NO EL O ZaN U < O Ns Lu oa a FIFFIT W-111 Up 06zooR,ow m z z zo h W N_ 3o r a OF 5 SUBSTRATE BY SEALANT BY OTHERS PER OTHERS FRAME ANCHOR REQUIREMENTS J TABLE" STRIKE SCREW +.. PER ELEVATION (. INSTALLATION CLIP• SCREW PER FRAME ANCHOR REQUIREMENTS TABLE" (2 PER CLIP ANGLED 15 TO 20 DEGREES IF NECESSARY TO MEET EDGE DISTANCE NO. 8 X 3/4" SCREW (2 PER CLIP) EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME 4 2 INSTALLATION CLIP 3/8" MAX. SHIM FRAME WIDTH AT EACH ANCHOR/CLIP ANCHOR REQUIRED WHEN SECTION D2 0o SCALE: 1/2 FULL 5 C7 CLIP MOUNT) SUBSTRATE BY SEALANT BY OTHERS PER OTHERS FRAME ANCHOR :. ;: `,: `":.-:I. NO. B X 3/4" REQUIREMENTS SCREW (2 PER TABLE" CLIP) EXTERIOR 0 SEAL SPACE WITH LOW 3 EXPANSION UND PERIMETERINSTALLATIONCLIP OFADODOOR SCREW PER HEAD SECTION SHOWN; SILL & SIDES ARE SIMILAR) FRAME ANCHOR FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) REQUIREMENTS OPERABLE DOOR SHOWN, FIXED PANEL DOORS ALSO APPLY) TABLE" (2 PER CLIP ANGLED 15 TO 20 DEGREES IF NECESSARY TO MEET EDGE DISTANCE REQUIREMENTS) 2. INSTALLATION CLIP 3/8" MAX. SHIM FRAME WIDTH NEXT .TO EACH CLIP SECTION E2 SCALE: 1/2 FULL 5 CLIP MOUNT) SEALANT BY OTHERS FRAME SCREW PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME 3/8" MAX. SHIM FRAME WIDTH AT EACH ANCHOR SECTION E1 SCALE: 1/2 FULL 5 FRAME SCREW MOUNT) SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY OTHERS CONTINUOUS WOOD MEMBER FRAME, SILL, LESS IN STRIKE OR THICKNESS THAN HINGE SCREW A 2X_ BUCK TO ti PER ELEVATIONS BE MIN. 4 1/4" o a FRAME DEEP (NOT a ANCHOR REQUIRED WHEN REQUIREMENTS SHIM SPACE IS 0o TABLE" WITHIN C7 ALLOWABLE Z EXTERIOR DIMENSIONS N SHOWN IN I SECTIONS). 0 0 3 OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER 0 HEAD SECTION SHOWN; SILL & SIDES ARE SIMILAR) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) uo OPERABLE DOOR SHOWN, FIXED PANEL DOORS ALSO APPLY) J 0 m y1.552 002 TIS 0.262 J Oj NAIL FIN 3003 H-14 ALUMINUM 6.187 TO 8.187 0 0 o a—T 0 O 0 0 0 D 1.875 0 0 0 0 0 0.052 O2 FRAME INSTALLATION CLIP 50 KSI STEEL) a' WNO O V) 00 a IO z< U Ngo w oa a VE am z03 E'DLi w J y U=3 ll nm 3 0 a 3 1 ov 5 Page 1 of 3 a r BCIS Home Log In I User Registration _ Hot Topics Submit Surcharge Stats & Facts Publications I Fl Staff i BCIS Site Map ' Links I •Search FI rich pr I" L Product Approval USER: Public User LraJtrnws;i' & ` C Product Approval Menu > Product or Application search > Application Lis[ > Application Detail FL # FL4334-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By ReFerenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved a Masonite International 1955 Powis Road West Chicago, IL 60185 800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com LL)WG SANFORD i 17 -33.3 Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 06/01/2015 06/03/2015 06/06/2015 Year 1994 1994 1994 11/7/2016 of Products FL # Model, Number or Name I Description 4334.1 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0120-05 for additional information. Page 2 of 3 Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0120.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 504B.pdf Created by Independent Third Party: Yes 4334.2 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NIOOS930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0121.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 503B.pdf 3'-0" x 8'-0" max nominal size. Hurricane protective system Created by Independent Third Party: Yes is NOT required. See anchor detail DWG-MA-FL0121-05 for additional information. 4334.3 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0121.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: . ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 501B.pdf 12'-0" x 8'-0" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FLO121- 05 for additional information. 14334.4 Fiberglass Side -hinged Door Units - ( 8'-0" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121- 05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf Created by Independent Third Party: Yes 4334.5 Fiberglass Side -hinged Door Units - 6'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 11/7/2016 Page 3 of 3 Structures, does not exceed the design pressures listed. FL4334 R9 AE 502B.Ddf 12'-0" x 6'-8" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FL0120- 05 for additional information. 4334.6 Fiberglass Side hinged Door Units Impact Rated 6'-8" Opaque I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0120.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 502B.Ddf 12'-0" x 6'-8" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FLO120- FL4334 R9 AE 501B.Ddf 05 for additional information. Created by Independent Third Party: Yes 4334.7 Fiberglass Side -hinged Door Units - 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0123.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 501B.Ddf 12'-0" x 8'-0" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FL0123- 05 for additional information. 4334.8 Fiberglass Side -hinged Door Units - 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.03.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +60.0/-60.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0122.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 502B.Ddf 12'-0" x 6'-8" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FL0122- 05 for additional information. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W 11 1 ethetk Credit secaityMETIUCB" 11/7/2016 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL N07E5 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED. INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: SELF IGNITION TEMP ASTM21929 752 'F > 650 'F RATE OF. BURNING 1 ASTM 2635 0.56 IN MIN C-1 SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH' ASTM D638 3.2% DIFF COMPARATIVE TLNSILL 51MLNGIN ArILK WLAINLKINW 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET jj DESCRIPTION 1 TYPICAL ELEVATIONS &'GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 IANCHORING LOCATIONS. & DETAILS M*duml0RAW C914116311<fM11d0.:.$ RBNBWBd B`(. 4r e & C; 149' MAX. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. FRAME WIDTHW/ASTRAGAL DWG. a1': SWS KURT BALTHAZOR CHK. BY: FLORIDA P.E. B+Ax1Nc No.: 156533 DWG-MA-FL0120-05 SHEET __L OF_I_ n m _ m O z h Jx e M*duml0RAW C914116311<fM11d0.:.$ RBNBWBd B`(. 4r e & C; DATE: 2111/05 SCALE: N.T.S. DWG. a1': SWS KURT BALTHAZOR CHK. BY: FLORIDA P.E. B+Ax1Nc No.: 156533 DWG-MA-FL0120-05 SHEET __L OF_I_ SEE DETAIL C• 6' SEE DETAIL63' 3 C 3 C 3' 3 I I I I 6' 6•—I ss• ' 3' 1 1 B OB A A SPA/6 % 1-1/2' PNS 6• 3- 6" 6' a I_ N a w 0 a 3• 3 3' 3, 3, 3• g" 6• SEE DETAIL 5 8 x 2-1/2" 8 x 2-1/2" # 10 x 2" 10 x 5/8" DETAIL "E" ASTRAGAL 8 x 2-1/2" #10 x 1" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME 10 x 5/8" # 10 x 1" AS SHOWN. 0:124' ANNEALED 10 x 2 " __ 0.090'-SAPLEX 1110 — DETAIL "C" hddBllduIlWNAfU 0.124' ANNEALED— DETAIL "D" TYP. C m2ldb No.:. Reviewed EE DETAIL C. 6• ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT OPTIONAL) 0124' TEMP. DATE: 2111105 SCALE: N.T.S. on. BY: SINS CNK. W.- 0 V' . j ALUMINUM OR B: ER7" SPA/6 % 1-1/2' PNS 0.962•` DOW 832DOW 832 OR EQUAL OREQUAL 1.75' 1047• 1.375' +d ffiTYPICALTTT GLAZING DETAIL INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS DATE: 2111105 SCALE: N.T.S. on. BY: SINS CNK. W.- 0 I 6" 3" 3l b N o a U a SEE DETAIL N "D" SHT. 2 J a aW ui a G Lr) I 11 I I s" s" I I I T- 2. LLJ aw D 0 W W a I I L H I I I I B I I I 3" f ti r --- L --{ — J-j t I— 3-' 3"6 6` - II 1 Ij- 3" 6" 6' cassidI0ew SHT. 2 pmimw Br. Doe ATTACHMENT DETAIL 1MIN HARDWARE SCHEDULE 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, f MAX SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM FLORIDA #62514) WITH THE LOWEST (LEAST) CL _I_ FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND "'"• 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". e • ' t. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1MSN. ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT - MAX OF 1-1/2" MINIMUM EMBEDMENT, THE TAPCON MUST ACHIEVE SHIM MINIMUM EMBEDMENT OF 1-1/4". CL —I 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO =' TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171. LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION L 00 0 0 J crO J Z O 0wpQ CL U-) U O ~ 3- FROMCEACHGATED # lOX2- END 6" ROMOOD SCREW EACH END (2W06D SCREWS" AND 7" OC AND -12' OC EACH END ACRYLICLATEXCAULK DATE: 2111105 ALATEX • SCALE, N.7.S. CAULK CL DWG. Br: SWS CHK. BY. COMBINATION COMBINATION COMPOSITE -.G ND.: MULLION (BOXED) MULLION . (BOXED) MULLION (INTEGRAL) DWG—MA—FLO120-05 SHEET 3 or 3 I FORM R4054014 RECORD COPY FLORIDA ENERGY EFFICIENCY CGDE FOR BUILDING CONSTRUCTION Flor_ida._De¢a.rtment of_Business_and_Professional Regulat on__Residen al Performance Method____.__.__ I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: &6Z', X131( Before construction is completed DATE: 10-27-2016 this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: DATE: BUILDING OFFICIAL: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 10/27/2016 8.17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 Project Name: 12431016R Builder Name: v\DiNG Street: 406 15th ST Permit Office: Sanford City, State, Zip: Sanford , FL , Permit Number: T , ANFORD Owner: Jurisdiction: 691500 Design Location: FL, Daytona Beach County:: Seminole (Florida Climate Zone 2) 1. New construction or existing Existing (Projecte 9. Wall Types (2576.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.0. 1165.30 ft2 b. Frame - Wood, Exterior R=11.0 1038.70 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 372.00 ft2 4. Number of Bedrooms 0 d. N/A R= ft2 10. Ceiling Types (3153.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=19.0 3153.00 ft2 6. Conditioned floor area above grade (ft2) 3153 b. N/A R= ft' Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2_ 7. Windows(296.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 315.3 a. U -Factor: Dbl, U=0.50 296.08 ft2 b. Sup: Attic, Ret: Attic, AH: Main 6 315.3 SHGC: SHGC=0.41 b. U -Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:14.00 b. Central Unit 48.0 SEER:14.50 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.20 SHGC: b. Electric Heat Pump 48.0 HSPF:8.40 Area Weighted Average Overhang Depth: 2.247 ft. Area Weighted Average SHGC: 0.410 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2269.0 sqft.) Insulation Area RF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 2269.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= f12 15. Credits Pstat Glass/Floor Area: 0.094 Total Proposed Modified Loads: 64.20 PASSTotalBaselineLoads: 67.63 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: &6Z', X131( Before construction is completed DATE: 10-27-2016 this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: DATE: BUILDING OFFICIAL: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 10/27/2016 8.17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: 12431016R Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 3153 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 406 15th ST Permit Office: Sanford Cross Ventilation: County: Seminole Jurisdiction. 691500 Whole House Fan: City, State, Zip: Sanford , Family Type: Single-family FL , New/Existing: Existing (Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5 % Winter Summer Degree Days Moisture Range FL, Daytona Beach FL_DAYTONA_BEACH_I 2 38 92 70 75 789 56 Low BLOCKS Number Name Area Volume 1 Block1 884 7072 2 Block2 2269 18152 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2269 18152 Yes 1 1 Yes Yes Yes 2 2nd Floor 884 7072 No 0 0 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 198 ft 0 2269 ftZ 0 0 1 . ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or shed Composition shingles 2458 ftZ 472 ft2 Medium 0.1 No 0.1 No 19 22.6 ATTIC IRCCV # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Unvented 0 2269 ftZ N N 10/27/2016 8:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-201.4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Main 19 Batt 2269 ft2 0.11 Wood 2 Under Attic (Unvented) 2nd Floor 19 Batt 884 ft2 0.11 Wood WALLS Cavity Width Height Sheathing Framing Solar BelowVAdjacent Ornt- Tr) Mall Type Space I value Ft In Ff [n Ama R-ValUeFraction- Absor 1 W Exterior Concrete Block - Int Insul Main 4 53 2 8 425.3 ft2 0 0 0.100000 0 2 S Exterior Frame - Wood Main 11 8 8 64.0 ft2 0 0.23 0.100000 0 3 E Exterior Concrete Block - Int Insul Main 4 53 2 8 425.3 ft2 0 0 0.100000 0 4 S Exterior Concrete Block - Int Insul Main 4 19 8 152.0 ft2 0 0 0.100000 0 5 S Exterior Concrete Block - Int Insul Main 4 20 4 8 162.7 ft2 0 0 0.100000 0 6 W Exterior Frame - Wood 2nd Floor 11 26 4 8 210.7 ft2 0 0 0.100000 0 7 N Exterior Frame - Wood 2nd Floor 11 34 7 8 276.7 ft2 0 0.23 0.100000 0 8 E Exterior Frame - Wood 2nd Floor 11 26 4 8 210.7 ft2 0 0.23 0.100000 0 9 S Exterior Frame - Wood 2nd Floor 11 34 7 8 276.7 ft2 0 0.23 0.100000 0 10 N Garage Frame - Wood 2nd Floor 11 46 6 8 372.0 ft2 0 0.23 0.100000 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 W Wood Main None 46 3 6 8 20 ft2 2 E Wood Main None 46 3 6 8 20 ft2 3 S Wood Main None 46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Double (Clear) Yes 0.5 0.41 51.0 ft2 5 ft 0 in 1 ft 0 in Drapes/blinds None 2 S 2 Vinyl Double (Clear) Yes 0.5 0.41 8.0 ft2 5 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 3 Vinyl Double (Clear) Yes 0.5 0.41 22.7 ft2 0 ft 3 in 10 ft 0 in Drapes/blinds None 4 E 3 Vinyl Double (Clear) Yes 0.5 0.41 51.0 ft2 0 ft 3 in 4 ft 0 in Drapes/blinds None 5 S 4 Vinyl Double (Clear) Yes 0.5 0.41 25.5 ft2 5 ft 0 in 1 ft 0 in Drapes/blinds None 6 S 5 Vinyl Double (Clear) Yes 0.5 0.41 11.3 ft2 0 ft 3 in 5 ft 0 in Drapes/blinds None 7 W 1 Vinyl Double (Clear) Yes 0.5 0.41 40.0 ft2 5 ft 0 in 1 ft 0 in Drapes/blinds None 8 W 6 Vinyl Double (Clear) Yes 0.5 0.41 12.8 ft2 0 ft 3 in 5 ft 0 in Drapes/blinds None 9 W 6 Vinyl Double (Clear) Yes 0.5 0.41 9.0 ft2 0 ft 3 in 5 ft 0 in Drapes/blinds None 10 N 7 Vinyl Double (Clear) Yes 0.5 0.41 18.0 ft2 0 ft 3 in. 3 ft 0 in Drapes/blinds None 11 S 9 Vinyl Double (Clear) Yes 0.5 0.41 21.3 ft2 0 ft 3 in 1 ft 0 in Drapes/blinds None 12 S 9 Vinyl Double (Clear) Yes 0.5 0.41 25.5 ft2 0 ft 3 in 5 ft 0 in Drapes/blinds None 10/27/2016 8:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant -Software Page 3 of 5 FORM R-405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 384 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 EL.A Eq LA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000254 2102 115.4 217.02 .2284 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump None None HSPF:8.2 24 kBtu/hr 1 HSPF:8.4 48 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit None None SEER: 14 24 kBtu/hr 720 cfm 0.75 1 SEER: 14.5 48 kBtu/hr 1440 cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None FSEC Cert # Company Name SOLAR HOT WATER SYSTEM Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Location R -Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 2 Attic 6 315.3 ft Attic 6 315.3 ft Attic Attic 78.825 Default Leakage Main (Default) (Default) 78.825 Default Leakage Main (Default) (Default) 1 1 2 2 10/27/2016 8:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM 8405-20114 TEMPERATURES Programable Thermostat: Y Coolin Jan Feb Venting X Jan € Feb Mar lxJ Mar Apr A XjApr Ceiling Fans: JIM, May JunXj Jun Jun Julrj Jul Jul rj Au Aug X Se Sep Oct Oct X Heat Oct Nov Nov lnJ Nov Dec Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 79 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/27/2016 8:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM 1405-2014 PERFORMANCEA !_ .N ` _. ELEVEL (EPL) o Y i DISPLAYr, i r` , R 4 iw..-:eau:s m,.ap,sn a,rvlNrt,n,.c.+,rL.x . M1..trti-y.war Rrw,. asdtcue'ar awzmnrAarluui:eltltm,.;;pa[)a.L.:.:a. AiW ieaaus<a:.:tiNti wn amuYsxx'r,rrarlt&ar.1°r.Ws'SY,.: Ct #YaaulCa eeASAVP!Y:t ESTIMATED ENERGY PERFORMANCE INDEX The lower the EnergyPerformance Index, the more efficient the home. ti.. . f.'SYT.-a lel.'i'atxa,. n ::AiF lvaukU'A'^xi:KA>.fuw9G M1+`e M PlA..Tf.R.Y!K!YihW*a&:&YR4:XAK 4a E'!ftk4PH'SV.4 em.4iHN`^.e.VW RfA9.v„l Mtl.`W:4kiRlB 1tL•:Y1:85 aTY)&'t.:SMiR".ItTJn9'iN9'' 15th ST , • • 1. New construction or existing Existing (Projecte 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.0 1165.30 ft2 2. Single family or multiple family Single-family b. Frame - Wood, Exterior R=11.0 1038.70 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 372.00 ft2 4. Number of Bedrooms 0 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=19.0 3153.00 ft2 6. Conditioned floor area (ft2) 3153 b. N/A R= ft2 c. R= ft2 7. Windows- Description Area 11. Ducts R ft2 a. U -Factor: Dbl, U=0.50 296.08 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 315.3 SHGC: SHGC=0.41 b. Sup: Attic, Ret: Attic, AH: Main 6 315.3 b. U -Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft2 a. Central Unit 24.0 SEER:14.00 SHGC: b. Central Unit 48.0 SEER14.50 d. U -Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 2.247 ft. b. Electric Heat Pump 48.0 HSPF:8.40 Area Weighted Average SHGC: 0.410 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 2269.00 ft2 a. Electric EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R- ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) I in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/27/2016 8:18 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 12431016R Builder Name: Street: 406 15th ST Permit Office: Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Daytona Beach COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. X Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned X attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in X substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and Xframingshallbesealed. Rim joists Rim joists are insulated and include an air barrier. X Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. X The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. X Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or X unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled Xbyinsulationthatoninstallationreadilyconformstotheavailablecavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. X Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be X air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available X space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air X barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or X air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be X sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have X gasketed doors 10/27/2016 8:18 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Load Shorn Form Job: wrigh as® Date: Oct 26, 2016 Entire House By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.cam Web: www. efficientenergy services inc. cam ir#`ata 'vi4e,s f HEATING EQUIPMENT Make n/a Trade n/a Model n/a AH R I ref. n/a Btuh) Btuh) cfm) Htg Clg 884 Infiltration Outside db (°F) 42 94 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 28 19 Fireplaces 0 Daily range M 0 Inside humidity (%) 30 50 48217 Moisture difference (gr/Ib) 3 46 HEATING EQUIPMENT Make n/a Trade n/a Model n/a AH R I ref. n/a Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat n/a n/a 0 Btuh 0 OF 0 cfm 0 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make n/a Trade n/a Cond n/a Coil n/a AHRI ref. n/a Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio n/a 0 Btuh 0. Btuh 0 Btuh 0 cfm 0 cfm/Btuh 0 in H2O 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF ftZ) Btuh) Btuh) cfm) cfm) A/H 2 884 0 15897 0 773 A/H 1 2270 0 32574 0 1567 Entire House 3154 0 48217 0 2340 Other equip loads 0 0 Equip. @ 1.00 RSM 48217 Latent cooling 4939 T AIC' 04rA n r Ir,F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016 -Oct -26 22:38:37 wrightsOft" Right -Suite® Universal 2017 17.0.08 RSU01062 Page 1 ACCK ...ficient Energy Job File\12431016R\12431016R.rup Calc = MJ8 Front Door faces: E wrjg tsoft. Load Short Form AIH 1 Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com oJ} ectlnfoWwrj rmation Jaya: Date: Oct 26, 2016 By: EES Inc. K. HIM Btuh @ 47°F 27 1567 cfm Htg Gig 0.50 Infiltration Outside db (°F) 42 94 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 28 19 Fireplaces 0 Daily range M 1567 cfm Inside humidity (%) 30 50 Static pressure 0.50 Moisture difference (gr/Ib) 1 46 Capacity balance point = -35 °F HEATING EQUIPMENT Make Carrier Trade Model 25H BC548A00 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.4 HSPF 46000 Btuh @ 47°F 27 F 1567 cfm 0 cfm/Btuh 0.50 in H2O Backup: Back Up Input = 10 kW, Output = 34121 Btuh, 100 AFUE COOLING EQUIPMENT Make Carrier Area Htg load Trade Htg AVF Clg AVF Cond 25HBC548A00 ft2) Btuh) Coil F84CNP060 cfm) cfm) AHRI ref 2270 0 Efficiency 12.0 EER, 14.5 SEER 1567 Sensible cooling 33840 Btuh Latent cooling 13160 Btuh Total cooling 47000 Btuh Actual air flow 1567 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.91 Capacity balance point = -35 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF ft2) Btuh) Btuh) cfm) cfm) Main House 2270 0 32574 0 1567 A/H 1 2270 0 32574 0 1567 Other equip loads 0 0 Equip. @ 1.00 RSM 32574 Latent cooling 3315 lI A I 7n n zGDRO r) 1 FF,7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016 -Oct -26 22:38:37 wrightsO t* Right -Suite® Universal 2017 17.0.08 RSUD1062 Page 2 4M ._ficient Energy Job File\12431016R\12431016R.rup Calc = MJB Front Door faces: E wrightsofti. Load Short Form AIH 2 Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com r mnowProject Info ato,n Job: Date: Oct 26, 2016 By: EES Inc. Htg Clg Infiltration Outside db (°F) 42 94 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 28 19 Fireplaces 0 Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/Ib) 1 46 HEATING EQUIPMENT Make Carrier Trade Model 25H BC524A300 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 24000 Btuh @ 477 28 F 773 cfm 0 cfm/Btuh 0.50 in H2O Backup: Back Up Input = 5 kW, Output = 17061 Btuh, 100 AFUE COOLING EQUIPMENT Make Carrier Trade Cond 25HBC524A300 Coil FFMANP024 AHRI ref Efficiency 11.2 EER, 14 SEER Area Sensible cooling 16704 Btuh Latent cooling 6496 Btuh Total cooling 23200 Btuh Actual air flow 773 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.91 0 Capacity balance point = -32 °F Other equip loads ROOM NAME Area Htg load Clg load Htg AVF Clg AVF ft2) Btuh) Btuh) cfm) cfm) Second Floor 884 0 15897 0 773 A/H 2 884 0 15897 0 773 Other equip loads 0 0 Equip. @ 1.00 RSM 15897 Latent cooling 1624 TSTA I C` OOA r1 170.7'1 r) 77q Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016 -Oct -26 22:38:37 iili0`3gii$fl' Right -Suite® Universal 2017 17.0.08 RSU01062 Page 3 ficient Energy Job File\12431016R\12431016R.rup Calc = MJ8 Front Door faces: E f- wrightsoft" Component Constructions Entire House Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com For: FI Job: Date: Oct 26, 2016 By: EES Inc. Construction descriptions Or 5 e ss fir.. ^ MAIN, Htg HTM Loss Clg HTM Gain 0 Location: ft' Btuh/ft--°F Indoor: Heating Cooling Orlando Intl AP, FL, US Btu Walls Indoor temperature (°F) 70 75 Elevation: 105 ft 0 0 Design TD (°F) 28 19 Latitude: 28°N 242 0.143 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 2.5 45.8 Dry bulb (°F) 42 94 Infiltration: 1420 0 Daily range (°F) 17 ( M) Method Simplified 0 Wet bulb (°F) 77 Construction quality Semi -tight 0.143 Wind speed (mph) 15.0 7.5 Fireplaces 0 w 13 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain 0 0 ft' Btuh/ft--°F ft'-Tie-tih Btu h/f' Btu Btu h/ft' Btu Walls 21.3 221 e 27 0.570 0 0 0 61.2 13A-4ocs: Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum n 242 0.143 4.0 0 0 2.94 710 board int fnsh e 483 0.143 4.0 0 0 2.94 1420 0 s 555 0.143 4.0 0 0 2.94 1630 21.6 w 518 0.143 4.0 0 0 2.94 1522 w 13 all 1798 0.143 4.0 0 0 2.94 5283 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2'x4" wood frm, 16" o.c. stud Windows 1D-c2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; 50% indoor insect screen; 1 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type Ceilings 18A-19xd: Flat ceiling, tar and gravel roof mat, frm deck, 1/2" gypsum board int fnsh, 6" thkns, r-19 ceil ins 379 0.091 13.0 0 0 1.53 581 n 20 0.570 0 0 0 21.3 425 n 10 0.570 0 0 0 21.3 221 e 27 0.570 0 0 0 61.2 1633 e 103 0.570 0 0 0 61.2 6327 s 26 0.570 0 0 0 21.6 557 s 13 0.570 0 0 0 21.6 288 s 28 0.570 0 0 0 21.6 611 s 28 0.570 0 0 0 21.6 611 w 13 0.570 0 0 0 61.2 791 w 40 0.570 0 0 0 61.2 2449 w 28 0.570 0 0 0 61.2 1735 all 338 0.570 0 0 0 46.4 15648 e 19 0.390 0 0 0 12.4 231 w 33 0.390 0 0 0 12.4 404 all 51 0.390 0 0 0 12.4 636 2281 0.051 19.0 0 0 1.59 3636 2016 -Oct -26 22:38:37 wrig tsOft" Right -Suite® Universal 2017 17.0.08 RSUD1062 Page 1 CCK ...ficient Energy Job File\12431016R\12431016R.rup Calc = MJB Front Door faces: E Floors 19C-19cscp: Flr• floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext Ins, r-19 11 0.049 30.0 0 0 0.32 cav ins, tight crwl ovr, r-11 wall insul 22A-tpl: Bg floor, light dry soil, on grade depth 153 0.989 0 0 0 0 2016 -Oct -26 22:38:37 Wliig lt$Oft Right -Suite® Universal 2017 17.0.08 RSU01062 Page 2 ACC i ...ficient Energy Job File\12431016R\12431016R.rup Calc = MJ8 Front Door faces: E Component Constructions Job: wrightsoft' 1 Date: Oct 26, 2016 AIH 2 By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www. efiicientenergyservicesinc.com Mile I'ro'ect lnfarrnetion' C.... o.1 ITI®r .—K Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ft -°F fP-°F%Btuh Btu hI Btuh Btu h/ft Btuh Walls 13A-4ocs: 5lk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions none) Windows 1D-c2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/4" thk; 50% indoor insect screen; 1 ft overhang (5 ftwindow ht, 1 ft sep.); 6.67 ft head ht Doors none) Ceilings 18A-19xd: Flat ceiling, tar and gravel roof mat, frm deck, 1/2" gypsum board int fnsh, 6" thkns, r-19 cell ins Floors n 242 ja'~ rME p „.., f 0 0 2.94 710 e 208 0.143 4.0 0 0 Location: 611 s 215 Indoor: Heating Cooling Orlando Intl AP, FL, US 2.94 633 Indoor temperature (°F) 70 75 Elevation: 105 ft 0 2.94 Design TD (°F) 28 19 Latitude: 28°N 0 0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.3 45.8 Dry bulb (°F) 42 94 Infiltration: Daily range (T) 17 ( M Method Simplified Wet bulb (°F) 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ft -°F fP-°F%Btuh Btu hI Btuh Btu h/ft Btuh Walls 13A-4ocs: 5lk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions none) Windows 1D-c2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/4" thk; 50% indoor insect screen; 1 ft overhang (5 ftwindow ht, 1 ft sep.); 6.67 ft head ht Doors none) Ceilings 18A-19xd: Flat ceiling, tar and gravel roof mat, frm deck, 1/2" gypsum board int fnsh, 6" thkns, r-19 cell ins Floors n 242 0.143 4.0 0 0 2.94 710 e 208 0.143 4.0 0 0 2.94 611 s 215 0.143 4.0 0 0 2.94 633 w 180 0.143 4.0 0 0 2.94 528 all 845 0.143 4.0 0 0 2.94 2482 n 20 0.570 0 0 0 21.3 425 n 10 0.570 0 0 0 21.3 221 s 28 0.570 0 0 0 21.6 611 s 28 0.570 0 0 0 21.6 611 w 28 0.570 0 0 0 61.2 1735 all 115 0.570 0 0 0 31.2 3603 884 0.051 19.0 0 0 1.59 1409 19C-19cscp: Fir floor, frm flr, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19 11 0.049 30.0 0 0 0.32 4 cav ins, tight crwl ovr, r-11 wall insul AJL 2016 -Oct -26 22:38:37 TF wriiightSOW Right -Suite® Universal 2017 17.0.08 RSU01062 Page 3 rCCX ...ficient Energy Job File\12431016R\12431016R.rup Calc = MJ8 Front Door faces: E wlriaghlts®ft Component Constructions Job: p Date: Oct 26, 2016 AIH 1 By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com NMI t `, 0 0 8 r, wm a• }' For: FI y . t Lti.:. 3 xtT b s `r 0' N... 4"e' " Ri.> 0,. A 0 z y%.-' "' a Y3^M Insul R Htg HTM Loss Gain 0 0 Location: Btuh/ft'-°F ft'-°F/Btuh Indoor: Heating Cooling Orlando Intl AP, FL, US Walls 61.2 Indoor temperature (°F) 70 75 Elevation: 105 ft 0 0 Design TD (°F) 28 19 Latitude: 28°N 0.143 4.0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.3 45.8 Dry bulb (°F) 42 94 Infiltration: 0 w Daily range (°F) 17 ( M Method Simplified 2.94 Wet bulb (°F) 77 Construction quality Semi -tight 4.0 Wind speed (mph) 15.0 7.5 Fireplaces 0 0.390 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0 0 ft, Btuh/ft'-°F ft'-°F/Btuh Btuh/ft' Btu Btu h/ft' Btuh Walls 61.2 6327 26 0.570 0 0 0 21.6 13A-4ocs: Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum e 275 0.143 4.0 0 0 2.94 809 board int fns s 340 0.143 4.0 0 0 2.94 998 0 w 338 0.143 4.0 0 0 2.94 994 54.2 all 953 0.143 4.0 0 0 2.94 2801 Partitions 12C-Osw. Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 1 D-c2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" e thk; 50% indoor insect; screen, 1 ft overhang (5 ft window ht, 1 ft sep.); e 6.67 ft head ht s s w w all Doors 11 DO: Door, wd sc type e w all Ceilings 18A-19xd: Flat ceiling, tar and gravel roof mat, frm deck, 1/2" gypsum board int fnsh, 6" thkns, r-19 cell ins Floors 22A-tpl: Bg floor, light dry soil, on grade depth 379 0.091 13.0 0 0 1.53 581 27 0.570 0 0 0 61.2 1633 103 0.570 0 0 0 61.2 6327 26 0.570 0 0 0 21.6 557 13 0.570 0 0 0 21.6 288 13 0.570 0 0 0 61.2 791 40 0.570 0 0 0 61.2 2449 222 0.570 0 0 0 54.2 12045 19 0.390 0 0 0 12.4 231 33 0.390 0 0 0 12.4 404 51 0.390 0 0 0 12.4 636 1397 0.051 19.0 0 0 1.59 2227 153 0.989 0 0 0 0 0 2016 -Oct -26 22:38:37 WI'1fiSO' Right -Suite® Universal 2017 17.0.08 RSU01062 Page 4 AC(>% ...ficient Energy Job File\12431016R\12431016R.rup Calc = MJ8 Front Door faces: E Component Constructions ..lob: wrightsoft- Date: Oct 26, 2016 Main House By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com k; s -'• dz` '. r-` .'+ F ta`` y. '..6 '. !i `,+rig R , R.'x' :k. .©' p Q :nsL. n t."R5 •Ji- .;' t n,.;:`. For: FI Construction descriptions M.. Or 110A U -value Insul R Location: Loss Indoor: Heating Cooling Orlando Intl AP, FL, US T Indoor temperature (°F) 70 75 Elevation: 105 ft Btuh/ft Design TD (°F) 28 19 Latitude: 28°N 26 Relative humidity (°i°) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.3 45.8 Dry bulb (°F) 42 94 Infiltration: 0 2.94 Daily range (°F) 17 ( M Method Simplified 0.143 Wet bulb (°F) 77 Construction quality Semi -tight 998 Wind speed (mph) 15.0 7.5 Fireplaces 0 4.0 Construction descriptions M.. Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0 0 TBtuh/ft -°F ft-°F/Btuh Btu h/ftBtuh Btuh/ftBtuh Walls 61.2 6327 26 0.570 0 0 0 21.6 13A-4ocs: 131k wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum e 275 0.143 4.0 0 0 2.94 809 board int fnsh s 340 0.143 4.0 0 0 2.94 998 0 w 338 0.143 4.0 0 0 2.94 994 54.2 all 953 0.143 4.0 0 0 2.94 2801 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 1D-c2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" e thk; 50% indoor insect screen; 1 ft overhang (5 ft window ht, 1 ft sep.), e 6.67 ft head ht s s w w all Doors 11 DO: Door, wd sc type e w all Ceilings 18A-19xd: Flat ceiling, tar and gravel roof mat, frm deck, 1/2" gypsum board int fnsh, 6" thkns, r-19 cell ins Floors 22A-tpl: Bg floor, light dry soil; on grade depth 379 0.091 13.0 0 0 1.53 581 27 0.570 0 0 0 61.2 1633 103 0.570 0 0 0 61.2 6327 26 0.570 0 0 0 21.6 557 13 0.570 0 0 0 21.6 288 13 0.570 0 0 0 61.2 791 40 0.570 0 0 0 61.2 2449 222 0.570 0 0 0 54.2 12045 19 0.390 0 0 0 12.4 231 33 0.390 0 0 0 12.4 404 51 0.390 0 0 0 12.4 636 1397 0.051 19.0 0 0 1.59 2227 153 0.989 0 0 0 0 0 2016 -Oct -26 22:38:37 wrightsOft* Right -Suite® Universal 2017 17.0.08 RSU01062 Page 5 ACCK ...ficient Energy Job File\12431016R\12431016R.rup Calc = MJ8 Front Door faces: E was seg Component Constructions Jcb: Date: Oct 26, 2016 Second Floor By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com 0.570 0 0 0 21.3 Ga 10 0.570 For: 0 0 21.3 221 28 0.570 FI 0 0 21.6 611 28 0.570 0 0 0 21.6 Location: 28 0.570 Indoor: Heating Cooling Orlando Intl AP, FL, US 1735 115 Indoor temperature (°F) 70 75 Elevation: 105 ft 31.2 3603 Design TD (°F) 28 19 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.3 45.8 Dry bulb (°F) 42 94 Infiltration: Daily range (°F) 17 M ) Method Simplified Wet bulb (°F) 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ftBtuh/ft -'F ft 'F/Btuh Btu h/ftBtu Btuh/ftBtuh Walls 13A-4ocs: Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum n 242 0.143 4.0 0 0 2.94 710 board int fnsh e 208 0.143 4.0 0 0 2.94 611 S 215 0.143 4.0 0 0 2.94 633 w 180 0.143 4.0 0 0 2.94 528 all 845 0.143 4.0 0 0 2.94 2482 Partitions none) Windows 1 D-c2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" n thk; 50% indoor insect screen; 1 ft overhang (5 ft window ht, 1 ft sep.), n 6.67 ft head ht s s w all Doors none) Ceilings 18A-19xd: Flat ceiling, tar and gravel roof mat, frm deck, 1/2" gypsum board int fnsh, 6" thkns, r-19 ceil ins Floors 19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19 cav ins, tight crwl ovr, r-11 wall insul 20 0.570 0 0 0 21.3 425 10 0.570 0 0 0 21.3 221 28 0.570 0 0 0 21.6 611 28 0.570 0 0 0 21.6 611 28 0.570 0 0 0 61.2 1735 115 0.570 0 0 0 31.2 3603 884 0.051 19.0 0 0 1.59 1409 11 0.049 30.0 0 0 0.32 4 2016 -Oct -26 22:38:37 w wrightSOft' Right -Suite® Universal 2017 17.0.08 RSU01062 Page 6 ArA ._ficient Energy Job File\12431016R\12431016R.rup Calc = MJ8 Front Door faces: E t rightsoft Manual S Co"npliance Report Date: Oct 26,2016 AIH 1 By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com For: FI Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Design Conditions Actual airflow: 1567 cfm Sensible capacity: Outdoor design DB: 93.7°F Sensible gain: 32574 Btuh Entering coil DB: 75. VF Outdoor design WB: 76.5°F Latent gain: 3315 Btuh Entering coil WB: 62.71" Indoor design DB: 75.0°F Total gain: 35889 Btuh Indoor RH: 50% Estimated airflow: 1567 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: 25HBC548AOO+FB4CNP060 Actual airflow: 1567 cfm Sensible capacity: 33840 Btuh 104% of load Latent capacity: 13160 Btuh 397% of load Total capacity: 47000 Btuh 131% of load SHR: 72% Nwl.. o o 0 -E I Design Conditions Outdoor design DB: 41.9°F Heat loss: 0 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: 25HBC548AOO+FB4CNP060 Actual airflow: 1567 cfm Output capacity: 47000 Btuh 0% of load Supplemental heat required: 0 Btuh Backup equipment type: Manufacturer:Back Up Actual .airflow: 1567 Output capacity. 10.0 Elec strip Model: cfm kW 0% of load Temp. rise: 20 °F Meets are all requirements ofACCA Manual S. Entering coil DB: 70.0°F Capacity balance: -35 °F Economic balance: -99 °F a 2016 -Oct -26 22:38:37 iJ rigl taSO 4o Right -Suite® Universal 2017 17.0.08 RSUC1062 Page 1 XCsK ._ficient Energy Job File\12431016R\12431016R.rup Calc = MJ8 Front Door faces: E w' r1 'htsoft- Manual S Compliance Report Date: Oct 26, 2016 AIH 2 By: EES Inc, Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com 4 h MUMNA110, 1, n m For: Design Conditions FI Outdoor design DB: 93.7°F Sensible gain: 15897 Btuh Entering coil DB: 75. VF Outdoor design WB: 76.5°F Latent gain: 1624 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 17521 Btuh Indoor RH: 50% Estimated airflow: 773 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: 25HBC524A300+FFMANP024 Actual airflow: 773 cfm Sensible capacity: 16704 Btuh 105% of load Latent capacity: 6496 Btuh 400% of load Total capacity: 23200 Btuh 132% of load SHR: 72% 91 I 20110NR Design Conditions Outdoor design DB: 41.9°F Heat loss: 0 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: 25HBC524A300+FFMANP024 Actual airflow: 773 cfm Output capacity: 24000 Btuh 0% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Back Up Model: Actual airflow: 773 cfm Output capacity: 5.0 kW 0% of load Temp. rise: 20 °F Meets are all requirements of ACCA Manual S. Entering coil DB: 70.0°F Capacity balance: -32 °F Economic balance: -99 °F 2016 -Oct -26 22:38:37 wrightSOW Right -Suite® Universal 2017 17.0.08 RSUD1062 Page 2 1 ...ficient Energy Job File\12431016R\12431016R.rup Calc = MJ8 Front Door faces E THIS PINSTRUMENT REP kREQ BY: Name: :5".. I Address: _JW -- Permit Number. Parcel ID Numhcr: The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance vVth Chapter 7113, Florida Statutes, the following information is provided in this Notice of Commencement. 1 '6j,SbRIO' ' 'P'R6PERTY-. (Legal description of the property and street address if available) Tf0tCOF 2. GEWFRAL f}:ESCFfIF TION 'V IM T 3. OWNER It4FORM8TION OR LESSEE I FQR`MA11QN IF THE LESSEE FORTHE IMPROVEMEN.T Name and V' Inter6st in property: Fee Simple Title Holder (if other than owner listed above) Nome: 4. CONTRACTOR; 5. SURETY (if applicable, a copy of the payment bond Is aWlrhed)'-Name: Amount of Bond: 6. LENDER: Narr[e- Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 7113.113(ifji)7., Florida Statutes. No m ePhone NUn1bCr: V-1 8. In addition, Owner designates of, to receive a copy of the Lienor's Notice as provided in Section 713,13(1)(b), Florida Statutes, Phone number. 9. Expiration Date of Notice of Commencement (The expiration is *1 year from date of recording unless a different date is specified) WARNING -Tij ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE -RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST, INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. State of 'County of The foregoing instrument was acknowledged before me this day of by Who Is personally known to me 0 OR who has produced identification ol1dintification produced: 1""qr-T pj:j, Sig REQUIRED INSPECTION SEQUENCE BP# Address: B[1[UDINC 1PER]VIIT ELECTRICA'L_If E921V in Max Ins ection Descn i tion Min Max Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Lp Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Z2<2 Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 t Ins2ection Descripti®n Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Maas Inspection Descri tion C) Mechanical Rough Mechanical Final Min Gas Unde Gas Roug Gas Final Des N THIS INSTRJJMENT PREP RED BY URFihIT MALi7Yr SEMIhaOLE COUNTY Name: e -n ,fit C C)v CLERK OF CIRCUIT COURT f„ COMPTROLLER Address: .2*^ 43oi(v BK 31.71 Fs 1270 (11`9s) t v 1 a r tC Ft 3.x.7 9 CLERK'S t 2017022216 RECORDED 03/03/2017 1.18:04:39 AM RECORDING FEES $10.00 NO11 ICE OF C®M10VIIENCS ENT RECORDED BY hdevuwe Permit Number. Parcel ID Number ' 9'.3yr bY" X7_00 ^CYjyp The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713,.Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Z/06 i S^it•t. 54t- 2. GENERAL DESCRIPTI N Of IMPRO MENT: tri } v OI' .. o,,. ,Gi/ fs'tg .iNC G S,G-S. 3. OWNER INFORMATt OR LE35EE INFORMATION IF E LESSEE !` n ACTED FOR pTHE IMPRO ENT: rL 3 y7Nameandaddress: 3 L1L L C- 11,5z L Wr_ l- t`t f Interest in property: O t c7 ' Fee Simple Title Holder (if other than owner listed above) Name: Address: 224. CONTRACTOR: Name: kzb Phone Number. 35Z- 3 zS- s 9'y Address: 8 Y7S I -l: de., ver Pa,r Kwan 300 5. SURETY (N applicable, a copy of the payment bond is S. LENDER: Address: Name: Phone Number. Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1 a)7., Florida Statutes. Name: _4A C -C OX Phone Number. 205- LY3- 7y-6_5- Address: y65Address: PO -INA 1 Y W, n --v Pc,,(I(- FC 3077-V 8. In addition, Owner designates Of to receive a copy of the Lienors Notice as provided in Section 713.13(1 xb), Florida Statutes. Phone number. 8. Expiration Date of Notice of Commencement (The eviration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TOOBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. VI A t2t,`Ot i r rA C l 6W Yl Ic 1 SW*ure of Owner or Lou", or Owners or Lessee's (PAM Name and Provide Signatorys TftK) m) Mmized OHfcer/Direetorm"eNMenaper) State of alor''ao- County of 1nrad1Q a - 77 The foregoing Instrument was acknowledged before me this 9;R_day of —' "1 {&, . L by Va ti i ioQ Orre-ro_ Who Is personally known to me ( OR Name of person mekUq statement who has produced identification type of Identification produced: 1* 130uc3LAs A. "ELEIRINIC NOTARY Pl18CIC STATE OF FLOR DA CemnO FF138104 Fires MINS CLERK ON AND COM SEMINOLE Book8871/Pagel270 CFN#2017022216 BY CO r -%N MAL ` HE IRI, ANT', FLOP,IDA fl6' 2017 DEPUTY °CLERK Page 1 of 1 FEB 6 2017 CITY OFSANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Jo . b A d d r e s s: 5 n 6m, Historic.04s.t. ri,et*, "des 1-1 No.. Parcel ]D: v1 -30 .5-0,/ - 0 7-00 - 00Y' Residential' o 'Commercial 11 Type of Work: New 1:1 Addition 1:1 AlterationEl Repair Demo 1:1 Change of I ' Us'eEl move F-1 i Description of Work.:. V r Plan Review Contact, Person: P 7 L l aZ Title: g", 7, Fax: Wt. too A Email:Sh-, ezx& 1 e3PropertyOwmn b 1,2 e- ner Inforatio Name Phone: Street: L6k k44-- kHcc, Rd. Resident of property? City, State Zip: Contractor Information Name 6 b ir 5.s—_--- plione. Street:-S.9'7c I21e Fax: City:. State c J --e— StatgLicense No. : CeC, 1331 it Archit6ctlEngineer Information Phone,- 2 PS Z -k-3, Bonding " C" ' ' - ' C.ompaqy-*. Addrts§: RYOUR LENbER: ORAN: C61 . I M.NMENCEMENT. E-mail, -ell M-dirttage.,Lender Address: TICE OF' V. Application.is hereby made :to obtain a permit to do the work and installations as indicated. I certif y that no ' work:,or installation has cornn-f6iced prior to the issuance of a pen -nit and that all work ,-ill meetperformedtoeet standardsof all laws regulating construction in this jurisdiction , I understand that a'separate permit must be secured for electrical work, plumbing, signs, wells, ppals, furnaces, boilers, heaters; tacks, and air conditioners, etc. FBC 10513 Shall be inscribed.with the date of ap plication and the code in, effect 25 of that (tate: 5111 Edition (2014) Florida Buildin- Code Revis-ccl: June 30, 2015 Permit Application F - NOTICE: In adchiion to the tc.quircinents of this permit, there may be addiu'onal r striciions:.tp licable: to this property that r,iay be foundin the public records of this county. and there may be additional permits required front tither povernmentalentities such as water Management districts. state agencies, or fedoral agencies. Acceptance of peiinit is verification that 1 611 notify the owner ofthe Property ofthe requimilents of Florida Lien Law, FS 713, The City of'Sanford requires payment of a plan review fee at the tinie of permit submittal.. copy ofthe executed contract is required in order to calculate a plan review.charge.ttnd will be considered the estimated construction val ie of the job at the tine of submittal. The actual construction: value will be figured based on the current ]CC Valuation Table in .effect at the time the perinit is issued, in accordance with local ordinance. Should ; alculated .charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the perinit is issued. OWNER'S AFFIDAVIT: 1"certiN that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable lases regulating constr tion and zoninu.- Signature of. iwnen`rgent Date . rgtia Crnit;actor.+Agent 17ate Print Name:- oa_W,,/7 0''' DEBB)E BLANTON j-. !•, ?. _: hlY COMMLSION A r 178640 EXPIRES: Fabtua r , ;; ` Qonded 7hN tJot.ry Public Underwriters Contrac;tortAgent is Personall iow'n to: W or Produced; !D Tvpe of ID — e- -f i2 as.01 Permits Required: Building Electrical [( Mechanical -Ptulnbl nd Ctasn Roof[ Construction Type: Occupancy Use: Flood Zone:: Total Sq Ft of Bldg: Min. Occupancy toad: # of Stories: New Construction: Electric - # of Amps_ Plumbing, - 41 of Fixtures Fire Sprinkler Permit: Ycs No u ofHeads Fire Alarm Ferrnit: Yes No PPfPO '. L; : ZC) IIN UTILITIES: 'WASTE WATER ppI-.NGiNEERIN-6: — t 3/1.7 FIRE.: ............ .. _ BUJL.DfNG: 5F 2'Itp i7 Revised: lure: iii. i!'. c. - PL rmi' App'.ie:r]ion Ar i- 7 Rob Burgess, henceforth known as "Builder," and Vaji Perera, henceforth known as "Client," are entering into this contract this 30 day of January, 2017, for the e iabiiShincf the, (vIlvisk-Ins of the cor15tr{;t€ hor-i of prOperfv. loe:,atle+d. as 406 151h St, Sanford FL 32771, Parcel ID 36-10-30-504-0200-0040 Client agrees to the cost plus 20% provided by the Builder on January 30, 2017 with the following changes (to which the Builder has agreed): -- a Pursuant to the estimate' and thechanges listed above; the.Builder agrees that he will be repairing a building for the Client. w Client agrees to pay wilder according to the following plan; Client agrees that if payment is riot made according to the above plan, Builder has the right to stop all work until such time as payments have been brought current. Client understands that if changes are necessary during the course of construction, the Builder will provide the Client with a change order, and the Client will be responsible for the additional incurred costs of the agreed upon changes. S.iid:r agrees that costy uc for wilt begin once permit at p s";ved. Builder agrees that any delays and/or changes not agreed to in this document must be discussed with Client before work is to continue - Builder may ontinue. Builder-.may use subcontractors should ;he ch-oo.se, with the.undPrsfar3drxia that payment to the subcontractors is the sole responsibility of the Builder. e Builder agrees to obtain all necessary permits for the construction. Builder agrees that he will remove all debris, equipment, materials, etc. he loraticl, op. p , iron.. ,.. ,. G11 ?; etifJ,4 fl- Builder agrees that all employees and/or subcontractors will be legally permitted to worm in the United States. lnva.lirlity or unenforceability of orie or more provisions of this agreement s=hall not affect any other provision of this agreement. phis contract is subjec;i to ire laws and regulations of j state of Florida 3 . OF uc-) k Client tame Client Signa ure, August 8 2017 City of Sanford' 300' N. Park Ave Sanford, FL 32771 Reference: Vajlra Perera 406 115th. St: Orlando, FL 32771 pear Staff; The work has been plans and specs. Al 4 Applied brywall; All wall'1 Any 5 RECORD COPY ENGINEERINGLINNtW'1 P.Q. 80x 140024, Orlando, `FL 32814 Phone:.407-252-6433 fax: 40,17392-2776 ciinn@tinnengineering.com • www'nnEngineering,com i ,per plans and revisions ,according to the submitted . s'. -personally meets current 2014 FBG 5t!edition. ape provided in the plans and 'specs.'are not, engineering takes all liability for the below;, beyond the below scope. are not.covered under this foam,meets current FBC 2014 5th edition and energy code': pattern was inspected arid; meets FBG 2014 5th edition, g androof,framing was.personally inspected and meets SANFORD