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Home My WebLink About1507 W 14 StCITY OF SANFORD Q��BUILDING & FIRE PREVENTION { PERMIT APPLICATION pplcafion No: �• w Documented Construction Value: $ l o o o Job Address: s� -% t �( Historic District: Yes M-14o ❑ Parcel ID: �- {� �a0 — SO 6 _ C�0 0 b — O 0 3 b Residential commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: n 0 0 t,-J S�r�-(.� L) D Plan Review Contact Person: Title: Phone: Or)- `f f S 3'� W Fax: Email: Property Owner Information Name Phone: 07 — a (— &1 3 � Street: aue Resident of property?.:. City, State Zip: Contractor Information Name bAriAt r • Phone: Street: ti c�� (.cJ Fax: City, State Zip: elv�J : 12t 3 State License No.: Arch itecfilEngineer Information C G 5'S° Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: _ Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as 6�, t date: 5"1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this, property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulati g construction a zoning. Signatur O er/Agent Date Signature of Contractor/Agent Date Print er/A nt's Name Print Contractor Agent's Name or ovt� Notary Public State of Florida Latoya N Collier My Commission GG 098963 q Expires 04/30/2021 Notary Public State of Florida `iLatoya N Collier My Commission GG 098963 o►a Expires04/30/2021 Owner/Agent is ✓Personally Known to Me or Contractor/Agent is �rsonally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: I 1' Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SF Z -1-i S Revised: June 30, 2015 - Permit Application REQUIRED I[ TSPIECTION SEQUENCE 1fRlpil In. _ r-F^> i RumllDINQ"s P1B r. Min Max IInsection 1(Descr! t!bn. Footer / Setback Stemwall Foundation / Form Board.'Survey Slab [Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing— Walls Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building - Final Door em Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building. Other REVISED: June 2014 Dqn I Max Iln�eeltIl®n.I�De�eIl'll Il®n Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final �.Cn 4 t : Y y ]In��ec�n®n IlDe�crn�D4n®n Mnn M�� Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Bun I Marc. Mechanical Roug Mechanical. Final, Max I Inspection. Description Gas Unde Gas Roug Gas Final SCPA Parcel View: 35-19-30-506-0000-0030 Page 1 of 2 �0rddJWW m,.crm Property Record Card IIf' IDPP Parcel: 35-19-30-506-0000-0030 `geupvcts Ccl�*d Y. FLr, M^ j Property Address: 1507 W 14TH ST SANFORD, FL 32771 Value Summary --- 2018 Working j 2017 Certified Values Values i Valuation Method Cost/Market Cost/Market j Number of Buildings 1 1 iii Depreciated Bldg Value $9 692 $9,126 Depreciated EXFT Value ........ Land Value (Market) $8,526 $8,526 I Land Value Ag ................ .... .... . ......... .... ._.. Just/Market Value $18,218 $17,652 ......... Portability Adj Save Our Homes Adj t_......... $0 $0 ........ ___ Amendment 1 Adj , ........ -... .. $0 ............ $0 ._........ . ................ .__.. P&G Adj ................. ..............-.._ $0 .................. - ........... .._---- $0 ... . Assessed Value $18,218 $17 652 Tax Amount without SOH: $336.13 2017 Tax Bill Amount $336.13 Tax Estimator Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments ............... --- .............. ..... ... .......... Legal Description LOT 3 BOYKIN PLACE PB7PG20 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $18,218 $0 $18,218 jIf 1 Schools ....... $18,218 $0 $18,218 _I i City Sanford $18,218 $0 $18,218 ` SJWM(Saint Johns Water Management) $18,218 $0 $18,218 _ County Bonds $18,218 _ $0 ; — $18,218 Sales - _ Description Date _ Book Page j Amount = _ [Qualified Vac/Imp QUIT CLAIM DEED 3/1/2004 05254 0229 $100 [ No Improved I (I PROBATE RECORDS 8/1/2003 1 04956 0834 $100 No , Improved .. ....... __ I QUIT CLAIM DEED ...... 7/1/2003 6........ ....... E 04962 0189 _ ..... $100 € No ; ...... �.... ........ �. Improved :... ......... QUIT CLAIM DEED 9/1/2000 —..... ............. 03916 1599 ... .. _ $100 I No Improved j 1 QUIT CLAIM DEED 5/1/1991 02291 0321 $3 000 No Improved I WARRANTY DEED 11/1/1989 02127 1832 $4 000 : No Improved Find Comparable Sales .. ._............. ..-.__..................j Land i € Method Frontage Depth 1 Unds Units Price Land Value f FRONT FOOT & DEPTH 50.00 138.00 0 $174.00 i $8,526 i Building Information _.. Is Bed/Bath count incorrect? Click I iere # I lion Fixtures Bath Base Area i Total SF Living SF Ext Wall Adj Value Repl Value Appendages j http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=35193050600000030 1/24/2018 l This agreement is made on this Y day of V 20k"between A e=i—&I F5:4 T�nof 15v� w . 1 N e ppll Address City ti0 (Contractor) State Z, , Phone and f, ycy of �a347 Name Address City PC Aj- I Y07—L115--SR36 (Client) State Zip Phone The above contractor will perform the following work as described in this agreement for $ /w, C4 in compensation from the client. Job Description.: o ��S��2 �� LtJI rI%rJ 9.3 (_,c &(!- Ste-#v6 ��ec.� Gc.C� lt%c�✓� Work to commence..on--&J_ra►,"2dt and is estimated to be completed on �� ( Za t,�, Date Date Contractor: w Dater 20 l Signature Print Client: �(�-- Signature Print Date: J� gI �� RECORD COPY _ C -3 2)L _ J V) a G G l G �\ <1 ILIA]CE � - R R _. A -r-O SANPORD VISI N CI A PER IT ISSUED SHALL BE CON ND AND NOT AS # C `� _ L AUT ASIDE RITY TO VIOLATE, CANCEL, ALTER NY OF THE PROVISIONS OF THE TECHNICEAL NT ,ODES T BUILDING A CORRECTION OFOERRORS N PLANS, _ _... ... . Co TRUCTION uv , r xU Vw_ l Flo If It BUILDING DROPS x===v,J A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 E Dania Beach Blvd. Suite 338 _--, --Dania Beach, —FL 33004----- 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report. Of JELD-WEN, inc. Builders Vinyl Tilt Single Hung Window Non -Impact Rated for Florida Product Approval Report No. 4544 Current Florida Building Code Method: 1— A (Certificate Method) Category: Windows Sub — Category: Single Hung Product: Builders Vinyl Tilt Single Hung Window Material: Vinyl Product Dimensions: 36"x 72" Prepared for: 0SANFORR"DJELD-WEN, lnc. 3737 Lakeport Blvd. hlamath Falls, OR 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 10/12/2016 Contents: Evaluation Report Pages 1 — 3 r � r 7 -10 • T T 46 �� `•�''•••.....•'.• C9 HermeIs"01 iir011,1 P.E. Florida No. 73778 r�. BUILDING DROPS' ----- — aA.— — A Perfect Solution in Every Drop --- ___ Report No: 4544 Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Builders Vinyl Tilt Single Hung Window (Non -Impact Rated) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method la of the State of Florida Product Approval, Florida Department of Business & Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions NCTL-110-16-114, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding; the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing NCTL-110-16-114 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions NCTL-110-16-114 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 BUILDING DROPS' - A Perfect Solution iri"Every Drop-- Report No: 4544 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a program audited by and approved by American Architectural Manufactures Association (FBC Org. #: CER1498). Performance Standards: The product described herein has been tested per: D AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization # TST1589) Report: NCTL-110-16-114, Report Date: 09/09/2016 2. Certification Agency American Architectural Manufactures Association (FBC Organization #CER1498) Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, or where wood bucking is NOT employed, use 3/16" Diamelbr PH ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. B. For steel stud substrate (Min. 18 Ga., Min. Fy=33 ksi), use #8 PH Grade 5 Tek Screw type installation anchors of sufficient length to achieve a minimum penetration of three threads beyond the steel stud. Refer to Installation Instructions (NCTL-110-16-114) for anchor spacing and more details of the installation requirements. Design Pressure: Configuration Size Design Pressure O/X 36" x 72" +50/-55 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 ' Florida Building Code Online http://www.floridabuilding.org/pr/pr—app_lst.aspx 140 �3i x_ r .F Y BCiS Home Log In User Registration Hot Topics ; Submit Surcharge Sta[s &Facts f Publications ; FBC Staff j BCIS Site Map Links Search t dbwa,... r ib Product Approval 1 �}9 USER: Public User q A Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2017 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Sr+arch RPcults - Annlicati- Refine Search FL# 14104 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type 1 Manufacturer Validated By Status FL14104-R15 Revision ]ELD-WEN j Category: Windows 'Subcategory: Single Hung American Architectural Manufacturers Association (214) 878-1642 Approved History -Approveo py UevR. Approvals by UBFR shall be reviewea ana rannea by the PUc ana/Or the commission It necessary. 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: M om ® tCtKl 0 Credit• Safe --�"'SCCL1YIt�rAI C1'li! CS'-� I of 1 01/24/2019 02:06 PM ' � o (Validator/Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantola This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/i.S.2/A440-08 R-PG50*-913x1828 (36x72)-H Negative Design Pressure = -55 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL TILT SH FRAME SASH JELD-WEN Windows &Doors 15881 (PVC)(O/X)(OG)(INS GL) 913 mm x 1828 mm 863 mm x 910 mm Code: JW (MODIF)(REINF)(TILT) (3'0" x 6'0") (2'10" x 3'0") (ASTM) This Certification will expire September 9, 2021 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: National Certified Testing Laboratories Report No.: NCTL-110-16-114 Date of Report: September 9, 2016 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: September 27, 2016 'h' 4�u_ A oci ted Laboratories, Inc. Authorized for Certification: September 27, 2016 America rchitectural Manufacturers Association 4' MAX. FROM THROUGH FRAME INSTALLATION MIDSPAN 33.86" O.C. FROM EACH ENO x IiI� Ali I l 1--WINDOW WIDTH (36- MAX.)-!, TYPICAL ELEVATION WITH FASTENER SPACING ------------ Jt_ Installation Notes: 1. Seal flange/frame to substrate. 2. Use k8 PH or greater non -countersunk fastener though the frame with sufficient length to penetrate a minimum of 1 1/2' into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions Dackaged with the window or go to www.jeld-wen.com/resourcesfinstallalion. )ISCLAIMER: 'his drawing and its contents are confidential and are not to be eproduced or copied in whole or in part or used or disclosed to others :xcepl as authorized by JELD-WEN Inc. 'AS TESTED - MIN. D^SANCE SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION I1/2'MIEI------- EMI Mud. DISTM FOR EDGE: I JAMB SECTION (TYP) HORIZONTAL 5ECTION Max Frame I N RATING IMPACT [ 36 x 72 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 118' annealed - air space -118" annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum saes are bud( saes and do not include fin or flange. 3/2016 TEL'�►�� EN 3737 Lakeport 9 Blvd J j9 �� j� Klamath Falls, OR. 97601 NTS Phone: (541) 882-3451 APPROVED BY: J.GOOSSEN P6TRWA IDENTIFIER Na I PLANT NAME AND LOCATION: NCTL-110-16-114 Builders Vinyl Tilt Single Hung N .: I REV: �SHEEi TSH B/ 3 MASONRY INSTALLATION 4- MAX. rROM fOC ED6E: 21/r ' 1 G G ��\\V2V_ 3 IV4'MRl I`` EMBEDMENT J .L� v SH[M YACE FRAME SECTION (TYP) VERTICAL SECTION 54. SlAa -WINDOW WIDTH (36- MAX.)-! TYPICAL ELEVATION WITH FASTENER SPACING 11/4'MIN EMBEDMENT MIN. 015TAWE -1 FOR EDGE: 21R' I JAMB SECTION (TYP HORIZONTAL SECTION Max Frame I DP RATING IMPACT I 36 x 72 1+50/-55 NO Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria 2. Use 3/16• non -countersunk Tapcon or equivalent fasteners through frame with sufficient length to of the adopted international Building Code(IBC), the Intemational Residential Code(IRC), the Florida penetrate a minimum of 1 1/4' into concrete or masonry at each location with a 21/2" min from edge Building Code(FBC) and the industry requirement for the stated conditions. distance. For concrete (min. = 3000psi) or masonry (CMU shall conform to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads 3. At minimum, glazing shall be 1/8" annealed - air space -118" annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. 1 x wood buck is optional by others. 5. Maximum sizes are buck saes and do not include fin or flange. This schedule addressessteners required or the osizerlimitations J JJJJ�771 � window to achieve rated design pressure up to the ��* ESl F. i' noted. It is not intended as a guide to the installation process and does �� '• 'P �i PRo3Ea ENGUE r - not address the sealing consideration that may arise in different wall �� • " mnditions. For the complete installation procedure, see the instructions ; 7 DRAWN 1HAWKINS lackaged with the window or go to -_ - _ * � ' *, _ �� BY: www.jeld-wen.comlresourcesfinstallation. -0 T T ir N.STRAHM )ISCLAIMER: PO '•.• ( OP, • <U� SS J GOOSSEN 'his drawing and its contents are confidential and are not to be �i� �� '•• '� �� °rrG1 pe l``k. '�� PART O b: DEWS eproduced or copied in whole or in part or used or disclosed to others !xcept as authorized by JELD-WEN Inc. /5� 393 F:44stt7Y �mi� acre D.i IPA 04 roErmFrERNR NCTL-110-: 3/2016 3737 Lakeport Blvd JET, N Klamath Falls, OR. 97601 NTS Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung REV: [� ^ ISHEEr 20F3 FROv ;-=- COPNIRS STEEL INSTALLATION tot address the sealing consideration that may arise indifferent wall 4 conditions. For the complete installation procedure, see the instructions ; )ackaged with the window or go to Nww.jeld-wen.com/resourcesrinstailation. 1Q rISCLAIMER: his drawing and its contents are confidential and are not to be ;produced or copied in whole or in part or used or disclosed to others xcept as authorized by JELD-WEN Inc, 398 sn! i r3.a6- O.C. 74 EACH CND ' I{ c_ o Ji # ` s WAX. -V%. THRU � JAWS i I iiF; ii I-----w:NDOW w10iH (36' uA%,)-I TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing, use #8 Grade 5 TEK Self Tapping non -countersunk screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min.l8ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule steners ired 11 A naddresses to achieve rated design pressure uputo the osi of limitations �*, �SiF f f JII777'i toted It is not intended as a guide to the installation process and does N D ;'ailc 9�8 IDE MIN. DISTANCE '• i--- i FOR EDGE: lR' //''Min rmbedment f If thrrndi Z Q pnst romr .—L_-18yv�emn JI 1/4' MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION 1/4' MAX SHIM SPACE L�sedR 18 gouge min Steel Stud IT 1/4" MAX MIN. DISTANCE —I 3 SHIM SPACE FOR EDGE: I/2" embedment - three threads 2 � past frame JAMB SECTION (DD HORIZONTAL SECTION Max Frame DP RATING IMPACT,'. 36 x 72 1 +50/-55 1 NO I' General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind bad criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. AD glazing shag conform to ASTM E1300. 3. At minimum, glazing shall be 1/8" annealed - air space -1/8" annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum saes are buck saes and do not include fin or flange. BY: /2016 JEL g� r� ,� jj�r 1'V .� N Klama3737 Lakeport Blvd th Falls, OR. 97601 NTS Phone: (S41) 882-3451 Builders Vinyl Tilt Single Hung 0�11 A" AX. FROM CORNERS AUN. DISTAM'E FOR EYE: 3/4- THROUGH FRAME INSTALLATION PAN FROM 6EACH CND 0 i WINDOW WIDTH (36' MAY.) --I TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater non -countersunk fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the ,vindow to achieve the rated design pressure up to the size limitations ioled. It is not intended as a guide to the installation process and does iot address the sealing consideration that may arise in different wall :onditions. For the complete installation procedure, see the instructions )ackaged with the window or go to rnrv.jeld-wen.com/resourcesfinstallalion. IISCLAIMER: his drawing and its contents are confidential and are not to be :produced or copied in whole or in part or used or disclosed to others zcept as authorized by JELD-WEN Inc. -AS TES?ED" M `114- x �J SHW SPACE FRAME SECTION (TYP) VERTICAL SECTION 11/27 MIN EMI MIN. DIST0 FOR EDGE: 3, JAMB SECTION (TYP) HORIZONTAL SECTION I 'Aux f 5HCM SPACE Max Frame I OP RATINGI IMPACT C 36 x 72 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. AD glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 1/8" annealed - air space -1/8" annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. m�,u �411V I ";9/28/2016 TEL]D— j�*T 3737 Lakeport Blvd J j� r� j� Klamath Falls, OR. 97601 MAWN BY: SCALE: J.HAWKINS NTS Phone: (541) 882-3451 TIEO(ED BY: T1TtE: N.STRAHM ?PkCLVW Y: Builders Vinyl Tilt Single Hung A MAX. W_ FROM �-MIDSPAN I I 35.86- O.C. li iq.M EACH END MASOt.RY MIN. DI5TAWE AI.DCX t[p ED6E.2 Vr A 24 3 I VA' MIN • v EMBEDMENT L �- .__-- EMBREE DMENT SHIN PACE 1 a lu I III I _MIDSPAN Of EACH LITE i lf; 11 Q I I . If !--WINDOW WIDTH (36- MAX.)-! �) TYPICAL ELEVATION WITH FASTENER SPACING LOCK Installation Notes: 1. Seal flangelframe to substrate. 2. Use 3116" non -countersunk Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 114" into concrete or masonry at each location with a 2112" min from edge distance. For concrete (min. = 3000psi) or masonry (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry. steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 1x wood buck is optional by others. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations `,-� F• �"ii toted. It is not intended as a guide to the installation process and does� iot address the sealing consideration that may arise in different wall =� ��.: ' ••• • ' .'P� =ditiorf For the complete installation procedure, see the instructions 7 )ackaged with the window or go to Www.jeld-wen.comlresourcesfinstallafion.UJ dSCLAIMER: :�� ••••, C OP •' • 40 his drawing and its contents are confidential and are not to be �i� �� ij xSjtc�s�'�to�r�r B r�a s :produced or copied in whole or in part or used or disclosed to others 91 - ., — ——H,—;'.A by ICI n_wrKI 1" 398 E.S✓j1MDiR Bbok Uile 3 1 FRAME SECTION (TYP) MIN. DISTANCE VERTICAL SECTION FOR EDGE: 21/2' OL«K MASONRY INSTALLATION 3I -VA-MAX Va SHIM SPACE 'All I P 10 -1 7AM8 SECTION TYP HORIZONTAL SECTION J3 r' M, NA-AUX I 1 7 i SHIM SPACE Max Frame I DP RATINGIIMPACT r 36 x 72 ( +50/-55 L NO J I General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind bad criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. Ail glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 118" annealed - air space -118" annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck saes and do not include fin or flange. MAC 9/28/2016� 3737 Lakeport Blvd DRAWN BY: SCALE: �EL EN Klamath Falls, OR. 97601 J.HAWKINS NTS Phone: (541) 882-3451 CHECKED BY: TITLE: N.STRAHM APVRMEDBY: Builders Vinyl Tilt Single Hung J.GOOSSEN PART O EL7 b D6094�9 38 IDENTIFIER No. 11 NAME AND LOCATION: CAD DWG. Nb,: REV: I SMEET NCTL-110 16-114 81drsVmvITSH I B 1 z of 3 O.C. , CND li � l�lil } i!li i,�ili i I ' �Il � i ,D• o.c. A 041. 1HR1 JAVB (,iii ,• I,jlll I I----wI4D0W WtatH (J6- uAx.)---i TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing, use d8 Grade 5 TEK Sell Tapping non -countersunk screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min. 18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. MIN. DIST FOAEDGEA;ir STEEL INSTALLATION -- M A r,"_ Rr rl Q thrrad, to gouge min to gmgc m�" Steel Stud HISPACE S SMM SPACE HIM PACE MIN, DISTANCE 3 FRAME SECTION (TYP) FOR EDGE:1/2" o VERTICAL SECTION�- '' Mim embedment i 2 i of three threads d past from This schedule addresses t t x ndo to achieve the rated design pressure up to the size limitations F. *,i, toted. It is not intended as a guide to the installation process and does �� 4. ' ••• '- 'Q� �� iol address the sealing consideration that may arise in different wall ZZ.: conditions. For the complete installation procedure, see the instructions Z 7 iad(aged with the window or go to _ * Avway.jeld-wen.com/resourcesfrnstallation. T T IISCLAIMER: �O :'•. i OP.' • 4ji �� his drawing and its contents are confidential and are not to be �i� '•• r\�� Af Cx$)tc Urr �,r•�a � ;produced or copied in whole or in part or used or disclosed to others Pt�� lea3be�" a9B E6� e b�ue aae xcept as authorized by JELD-WEN Inc. p �_ , a� 19K'11M11 04 JAMB SECTION TYP. HORIZONTAL SECTION 1/1- MAx SHIM SPACE 5..�5 4" Max Frame IDPPATINGIIMPACTI 36 x 72 +50/-55 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind bad criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 1/8" annealed - air space - 1/8"annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are bud( saes and do not include fin or flange. xuJu.i em,,nceH: uAAc: 3737 Lakeport Blvd 9/28/2016 MAwn BY: F Klamath Falls, OR. 97601 SCAIE: JLJ 3.HAWKINS NTS Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung I PLANT NAME AND UXAnON: CAD DLVG, Ib.: I REV: I SHEET 16-114 BldrsVinyITSH B or Florida Building Code Online Uv e P� http://www.floridabuilding.org/pr/pr_app_lst.aspx BCIS Home Log in User Registration I Hot Topics Submit Surcharge 1 Stats & Facts Publications FBC Staff BCIS Site Map Links *! Search I ; a' @Product Approval USER: Public User Product Approval Menu > Product or AppbCahon Search > Application list Search Criteria Refine Search Code Version 2017 FL# 4904 Application Type ALL Product Manufacturer Masonite International Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL rEL# Tvoe r Manufacturer Validated By Status FL4904-R8 Revision Masonite International National Accreditation & Management Approved History Category: Exterior Doors Institute Subcategory: Swinging Exterior Door (804) 684-5124 Assemblies -Approved by DBPR. Approvals by DBPR shall be reviewed and ratihed by the Put ana/or me commission lr necessary. 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: Credit ,;�vILD G1 SANFORD O�AARTN, 1 of 1 01/24/2018 02:16 PM NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1006110.01 1955 Powis Road Certification Dale: 07/23/2005 — - - -----West-Chicago,-IL-60185 ------------ - --- ----Expiration-Date:- 12/31/2020----- Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203 The "Notice of Product Certification" is only valid if the NAN-11 Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NANII's Certified Product Listing at www.Namicertificalion.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & outswing Opaque Size Pressure Pressure Rated Comments X 1/S Opaque 3'(Y" x 6'8" +761-76 2.96 psf Yes NCIT-210-2'Y29.1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-11.012"5 X O/S Opaque TO" x 6'8" +76/-76 8.25 psf Yes NCfL-210-2929.1 Single Maximum Panel Size: Y0" x 6'8" - Anchor Detail-TL TU)12"5 XX US Opaque 6'0" x 6'8" +55/-55 2.86 psf Yes NC L-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8-/Sidclirc: 3'0" x 6'8"' Anchor Detail-MA-11-0128-05 XX O/S Opaque 6'0" x 6'8" +55/-55 8.25 psf Yes NC1L-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidclirc: 3'0" x 6X* Anchor Detail-1vlATL0128-05 XO/OX 1/S Opaque Door 6'0" x 6'8" +55/-55 2.86 psf Door -Yes NCR.-210-2930-1 Single w/Sidelite Glazed Sidclirc Sidclile-No Maximum Panel Size. 3'0" x 6'8"/Sidelite: 3'0" x 6'8'• -1 Anchor Detaa-MA-171-0128-05 XO/OX O/S Opaque Door 6'0" x 6'8" +55/-55 8.25 psf Door -Yes NCR.-210-2930-1 Single w/Sidelitcs Glazed Sidelite Sidelite-No Maximum Panel Sizc: 3'0" x 6'8"/Sidelitc: 3'0" x 6'8" Anchor Dctail-MA-IL0128-05 — OXO -- 1/S Opaque Door 9'0" x 6'8" +551-55 2.86 psf Door -Yes NCR.-210-2930.1 Single w/Sidelitcs Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelitc: 30"x 6'8" Anchor Detail-MA-11..0128-05 OXO O/S Opaque Door 9'0" x 6'8" +55/-55 8.25 psf Door -Yes NCrL-210-2930-1 Single w/Sidclites Glazed Sidelites Sidelitcs-No Maximum Panel Size 3'0" x 6'8"/Sidclitc: 3'0-x 6'8" Anchor Derail-MA-11.0128-05 OXXO I/S Opaque Doors 12'4" x 6'8" +55/-55 2.86 psf Doors -Yes NCR--210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidclile: 3'0" x 68" Anchor Detail-MA-I10 R8-09 OXXO O/S Opaque Doors 12'4" x 68" +551-55 8.25 psf Doors -Yes NCR--210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 68"/Sidelite:3'0"x 6'8" Anchor Detail-MA-110128-05 National Accreditation & Management Institute, Ine./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 S NAN A TH RIZED IGNATURE: U O SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 141- MAX 01 M1 iRUff WIDTH )I* MAX 36,375' MAX. D.L.O. 37.5' MAX. PANEL wi0iil 'I £BANE WIDTH 6'-8" DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL NOi£S 1. EVALUATED FOR USE IN LOCATIONS ADHERING 1.. EVALUATED S70 S • THE BUILDING CODE AND WHERE PRESSURE IREMEFLORIDA AS DETERMINED BY ASCE 7, STRUCTURES. DESIGN DESGN LOADS FOR BUILDINGS AND OTHER SIISTED. S, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. n � 'R ry 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIRED ON OPAQUE PANELS, BUT IS REWIRED ON GLAZED SIDELITE5. tE 3. IN THE HYHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN -+ ACCORDANCE WITH SECTION 2220 OF THE M. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 n AND SMOKE DEVELOPED INDEX OF 60 PER ASIM E84. 5. PLASTICS TESTWG OF LITE FRAME MATERIAL - rl Fl rl n TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP A501 D1929 740 'F > 650 'F RATE OF BURNING ASTM D655 1 0.77 INMIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH• I AS1M D638 7.50X DIFF _ _ p I - 1 11 COMPARATIVE TENSILE STRENGTH AFTER WEATHERING - 4500 HOURS XENON ARC METHOD 1 Ad6sdn M tMltl Caldica5mli : kT b NIB RMsAedBT. ,SINGLE DOOR UNjr D'1U lE DOOR UNR SWRF SINGLE DOOR USINGLE DOOR UNIT WISIOELNFc KITH SIOFI RF TABLE OF CONTENTS ET d DESCRIPTION 1 'TYPICAL ELEVATIONS h GENERAL NOTES 2 ANCMO INC LOCATIONS k DETAILS 3 JANCHORING LOCATIONS h DETAILS DESIGN PRESSURE RATING WHERE WATER INFlLTRATION PERFORMANCE IS REQUIRED TO BE 15X OF DESIGN PRESSURE CONFIG I MAX WIDTH DISWINC OUTS71NG INSWING OUTSVANG X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0. -19.0 XX 4 +55.0 -55.0 +55.0 -SS.O +19.0 -19.0 OX .1 XO 75 +55.0 -55.0 +55.0 -55.0+19.0 O%O 112.5 + .0 -55.0 +55.0 -55.0 +19.0 OX%0 149 +55.0 - .0 +55. - .0 +19.0 -19.0 t�rje evy- KURT BALTWOR FLORIDA P.E. 156533 71105 N.T.S. ft SwS er: Iq Ho< -W-fLOfIB-05 I SEE DETA4 h 6'- }' ' r SEE DETNL _ 3. _+ 6' 3' _ �-- 6' 6' —1 _ 6' —1 � I ___----.—I a a SEE DETNL — � J � a W W W K o vi r ' 6 r 6' r 6.3. �I II�II1 — } s }.I I SEE c,nL J 'F' k157d,ntotLW 6eiaad 6Y D*fleritvri #8 x 2-1/2" #10 x 2" fS x 2-1/2" //10 x 5/8" #8 x 2-1/2" #10 x 1` #10 x 5/8" #10 x 3/4" #10 x 2" DETAIL `E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" DETAIL "C STRIKE PLATE TO FRAME AS SHOWN. TYPICAL l 0.9621 1.37'. ff_J . T L�7 INSWING THRESHOLD OUTSWING THRESHOLD QTH STRAGAL RETAINER BOLT HOLE ST BE DRILLED THROUGH E THRESHOLD & INTO THE RUCTURE DEEP ENOUGH R A 1.375" THROW DETAIL F" ASTRAGAL w (1/E• TL1m. GLM) oow sos� w/ oPDECOMtn�E AM NUM, STESnn EL OR aunt SPACCR 1/x• ertE _— JS x 1-1/2- PHS ooi+ N5-- txrls u�oe TYPICAL GLAZING DETAIL 8 m SEE DETAIL 'C' SHT. 2 A !I n 4TTACHMENT DETAIL I. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED. SIGNED AND SEALED BY LUIS R. LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB. HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 WOOD SCREW EDGE DISTANCE MIN 3/4". ?. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 7" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-7/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. r6"3 I I � —I � c SEE DETAIL Y 'D' SHT. 2 l G I----F (I N 6 c � ,• " e I I SI 6' 6' I _ o Y — vai 0 i 3'� t 3'6—I— 3 -� I-3'I _ 6' Jd>rMmlUk RftOkAvwd Op Ga1Cca5onlb: dS� - DafaHnl. HARDWARE SCHEDULE 1. JKWIKSET 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 4 1.50T 1.25' MIN — �• MIN — D. SHIM SHIM CL —I— CL —I �— TYPICAL WOOD BUCK TYPICAL MASONRY ANCHOR INSTALLATION ANCHOR INSTALLATION rn = Z In U Q) ^ Lu W 3 L. Roberto Lomas P. E. 1432 Woodlotd Rd. Lewisville, NC 27023 Manufacturer: Masonite Report 9: 514010A 434.688-0609 Date: 10/1012017 • fllOmaSoIrlOmaSpe.COm Test Report: N/A Product: Single door 3' x 6'8" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ d w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, NDS 2015, TR12) Nominal diameter: D: 0,190 in Gap: 9: 0.0000 in Root diameter: Or: Q152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: F" = 80.000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -fir (G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F = 4,650 psi Main member dowel bearing strength: Fes, = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1 = 1.140 in Mode I,, Mode I, Mode II Mode III,,, Made III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 000107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 K, = 2.400 K, = 2.400 C:-427.674 C:-253.623 C:-267.699 G -93.6 7—= 302 Ibs Z,= 368 ks P = 331 Ibs Ms = 46.8 in-Ibs Mtn = 46.8 in-lbs Ka = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min Design value: Z= 110 Ibs Z= 138 Ibs Ko = Z400 KD = 2.400 Ko = 2.400 Duration Factor: C;, = 1.6 Z= 124 lbs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z.= 175 Ibs/onrhor Fastener type: 1/4 ITW Topton Tabulated values N.O.A.16-1222.06 Substrate: Hollow block edge distance c- (r� Z.00 4.00 2.00 130 161 4.00 163 202 Minimum embedment: 1.25 in Actual edge distance: 2.50 in Actual C To C spacing: 3.00 in Allowable Design Value: Z..= 155 Ibs/onchor (per interpolation when needed) Fosterer type: #10 Tek screw Substrate: 18 &A, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZFs): Z.= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/onchor Note: Anchors with the least capactly is used for cakula tions to qualify anchors with hlghercapacity. Anchor calculations, minimum required anchors 36.38 Design pressure: 85.0 psf I I A2�t _Y 79.25 A2 Al of 3 max. Anchor Area Load Ind. Cap. Load Zone Z (ff) (Ibs) (in) O.C. Result (in) (Ibs)Qty (bs) A, 2.3 195 N/A N/A 155 2 98 OK A2 7.7 656 6.00 18.00 155 5 131 OK `I';- •C E AlSF•gcP �-�� r • 0 51 lie �k — f TAT 0 F • 0�.� i ORIO" N' �Itllltl� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E. 1432 Woodlofd Rd. Manufacturer: Masonite Lewisville. NC 27023 Report #: 514010A 434-686-0609 Date: 10/10/2017 rllomas(@Irlomasoe.com Anchor Locations: L. 36.38 18.19 6.00 rvP. - --� s.00 rw. 18• MAX O.C. _1_-� 79.25 6.00 �— 2of3 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E. T432W001lordRd. Manufacturer: Masonite Leisisville. NC 27023 Report #: 514010A 434-688-0609 Date: 10/10/2017 ' rilomas@rlomaspe.com Installation Instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS -WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3of3 �� g R • L b ��i i ENSF9s� , TAT 0 F Al 0 RID't 'NAf lz A;,�a\�� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L/,_W it) UVw 1 Lrto K - I 37�K 5� 398 East Dania Beach Blvd. BUILDING DROPS Suite338 --- --- —------- --— ---- --- — —----------Dania-Beach,—FL-33004— ----- A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 . 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Builders Vinyl Tilt Single Hung Window for Florida Product Approval Report No. 4868 Current Florida Building Code Method: 1— A (Certification) Category: Windows Sub — Category: Single Dung Product: Builders Vinyl Tilt Single Hung Window Material: PVC Product Dimensions: 48"X 77" /V Prepared For: JELID-'OVEN, h1c. &ANI 07-7_) 3 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Tiernles Norero, P.E. Florida Professional Engineer # 73778 Date: 06/10/2017 Cnntnntc- Evaluation Report Pages 1 —4 • i 7 '� �` .......•. GNP `. ,O s%NA1- HerrnfYWM, P.E. Florida No. 73778 BUILDING DROPS - — ----- A Perfect -Solution -in -Every - Drop— - Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Windows Product Sub -Category: Single Hung Date: 06/10/2017 Report No: 4868 Compliance Method: State Product Approval Method (1)(a) Product Name: Builders Vinyl Tilt Single Hung Window 48" X 77" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method la of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SJW2012-202-FBC, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SJW2012-202-FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SJW2012-202-FBC for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS --- --- -- - ---A-Perfect-Solution-m-Eve Dro _Date: 06/10/2017 Every- p-------------------------- Certificate of Authorization:29578 Report No: 4868 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through American Architectural Manufacturers Association (FBC Organization #CER1498). Performance Standards: The product described herein has been tested per: Referenced Data: • AAMA/WDMA/CSA 101/I.S.2/A440-08 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST 9341) Report #: S1W2012-202, Report Date: 10/29/2012 Report #: NCTL-110-16-134, Report Date: 01/27/2017 2. Certification Agency American Architectural Manufacturers Association (FBC Organization #: CER1498) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS Date: 06/10/2017 - --- - ----A-Perfect-Solution-in-Every Drop----- ______________ Report No: 4868 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter IT9 Tapoon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use #8 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions (SJW2012-202-FBC) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 1 50 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 Florida Building Code Online http://www.floridabuilding.org/pr/pr�_app_lst.aspx INm, (u� WY't:6G rRC.t43 na• .i',Ul]El BCIS Home Log In j User Registration Hot Topics Submit Surcharge ; Slats & Facts 1 Publications FBC Staff ; BCIS Site Map I Links 1 Search Fbrida aProduct Approval USER: Public User Product Approval Menu > Product or Aoolicahon Search > Application List $A ;:C,. aair'= 1�, 1i Search Criteria Refine Search Code Version 2017 FL# 14104 Application Type ALL Product Manufacturer ALL Category ALL Subcategory . ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL scar a.0 ncsmas - nppnr.auun>; FL# Type Manufacturer Validated By Status FL14104-R15 Revision ]ELD-WEN Category: Windows American Architectural Manufacturers Association (214) 878-1642 Approved History ( Subcategory: Single Hung ny y�wca uy vorre. nyyrUvar> vy VurK spar' pe r ieweu anu murleu uy me - ano/or me t.ommrssion jr necessary. 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 addressreleasedin 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 850.487.2395. -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: M = ® iCl zl®.t. Credit• Safe secul ltti nu-rxfc5 1 of 1 01/24/2018 02:03 PM (Validator / Operations Administrator) JELD-WEN Windows & Doors P.O. Boz 1329 Klamath Falls, OR 97601 Attn: Jason Kantola -- -- --- AAMA- -- - -- CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMAICSA 101/I.S.2/A440-08 R-PG50-1219x1956 (48x77)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL TILT SH FRAME SASH JELD-WEN Windows & Doors 9795 (PVC)(O/X)(OG)(INS GL) 1219 mm x 1956 mm 1168 mm x 973 mm Code: JW (MODIF)(REINF)(TILT) (4'0" x 6'5") (3'10" x 3'2") (ASTM) This Certification will expire October 4, 2021 (extended from October 4, 2016 per AAMA 103-15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: National Certified Testing Laboratories Report No.: SJW2012-202 Date of Report: October 29, 2012 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: June 21, 2016 'h' 4-4- k(!od ted Laboratories, Inc. Authorized for Certification: June 22, 2016 Amen n Architectural Manufacturers Association --L FROMAX NA[L FIN INSTALLATION 12" O.C. MAX. r--=fnRNPRS S I I F-�I--11/Y MIN EMBEDMENT Installation Notes: 1. Seal flangelframe to substrate. 2. Use 08 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2' into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. MIN. DISTANCE FOR EDGE: 3/4' 1/4-MAX SNIM SPACE 1/4' MAX SHIM SPACE FRAME SECTION gp 1 1/2, MIN. VERTICAL SECTION EMBEDMENT JAMB SECTION Q)YP) HORIZONTAL SECTION 1/4'MAX NOTE: CMk b.r...n Nc:Vry Fkn 4We Op , SMM SPACE /I f— MIN NC DISTANCE FORIN EDGE: Max Frame I DP RATING IMPACT i II/2' MIN.. EMBEDMENT _ 48 x +50/-50 NO J General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind bad criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. This schedule addresses only the fasteners required to anchor the `%��711 t t� 11111, 7'j i window to achieve the rated design pressure up to the size limitations ��S O noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall : 0 conditions. For the complete installation procedure, see the instructions ; * 7 _- --* wu J' 3ackaged with the window or go to www.jeld-wen.com. T T 4 oil D ')ISCLAIMER: -his APF i0T ��' C.....�P�• 46�� J. drawing and its contents are confidential and are not to be in f1 rfYdpj�j IrE y,1;. P� -produced or copied whole or in part or used or disclosed to others / 1 � � �� h� 300 Fast I?a�}Irlki�►NMI sae IDE xcept as authorized by JELD-WEN Inc. S.He Dania Beach. FL 33604 S, J2017 a�+� T m3737 Lakeport Blvd `Yp E+ !v Klaath Falls, OR. 97601 NTS Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung NAME AND LOCATION: CAD DWG. Nb.; REV: I "ET Bldrrw y fsS A i I or . 4" MAX. 13 1/2- FROM O.C. MAX.-------------iCORNERS 8 3/4" O.C. MAX. Installation Notes: ° 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 110 into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. fhis schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations toted. It is not intended as a guide to the installation process and does iot address the sealing consideration that may arise in different wall ronditions. For the complete installation procedure, see the instructions )ackaged with the window or go to www.jeld-wen.com. IISCLAIMER: his drawing and its contents are confidential and are not to be ?produced or copied in whole or in part or used or disclosed to others xcept as authorized by JELD-WEN Inc. ESt f MIN. DI5TANa FOR EDGE: VC _ 3 \� II/r MIN _L-EMBEDMENT I EMI L/ MA% 544M STALE FRAME SECTION (TYP) VERTICAL SECTION `t! MIN. DISTAr 1 FOR EDGE: 3 $I$ rI/4-MAX / SHIM SPACE ------ THROUGH FRAME INSTALLATION JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATIN6�IMPACT - 48 x 77 77 +50/-50 ( NO jx +50/-50 ( NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind bad criteria of the adopted International Building Code(IBC), the Intemational Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. -:el -- NO j PROJECT ENGINEER: S407t--" HAWKINS D.BELAU jO•'•. •••......• �'f `rlf�d0� '�"Rf y :io. 308 EA�C Pkj Dnnia Beach. 4U �E �i?�- 7A tj1 l Suite 338 FL 33604 APPROVED BY° J.GOOSSEN PDT6(D94��9 IMMMER Na 110-16-134 1/2017 3737 Lakeport Blvd Klamath Falls, OR. 97601 NT5 Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung A h 2OF4 4" MAX. FROM COCX CORNERS i J { A i �`- MIDSPAN f I I I, �� If fl i Iy , I i �4 I I L 16 112.. ' ( O.C. MAX. i 1.1. kcR MN. Drs"' E FM EDGE' 21/r � I EAN.BECNEKWAD . NT— ..-1 EI a 1/1• uAx MIN. DISTM' FOR EDGE: 21 FRAME SECTION (TYP) _ VERTICAL SECTION IH•xux SNSAI Y�CE MASONRY 1\`S'rALLATION JAMB 5ECTION (TYP) HORIZONTAL 5ECTION Max Frame IDPRATINGIIMPACTI 48 x 77 1 +50/-50 1 NO I Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria 2. Use 3/16" Topcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida , of 1 114" into concrete or masonry at each location with a 21/2" min from edge distance. For concrete Building Code(FBC) and the industry requirement for the stated conditions. (min. = 3000psi) or masonry (CMU shall conform to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads 3. At minimum, glazing shall be single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. ' rhis schedule addresses only the fasteners required to anchor the O Mindow to achieve the rated design pressure up to the size limitations �� , toted. It is not intended as a guide to the installation process and does rERENQ lot address the sealing consideration that may arise in different wall- .:onditions. For the complete installation procedure, see the instructions ; * 7 — = jAWN BY: II )ackaged with the window or go to www.jeld-wen.com. 9 T T CC ti ;. ��` �'•. OIEOCED BY: D.BELALI IISCLAIMER: �� D�' APPROVED BY: ].GOOSS his drawing and its contents are confidential and are not to be in in disclosed to produced or copied whole or part or used or others'ird AY4,j�ttilPloa IDENTIFIER No Xcept as authorized by JELD-WEN Inc. 3DB East simile 338 Dania Bench. FL 33004 110-16-1 .12017 �,+ E� A T 3737 Lakeport Blvd 1� Klamath Falls, OR. 97601 NTS Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung 4- MAX. FROM —=- CORNERS 16 1/2" O.C. MAX. Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing, use #8 TEK SelfTapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min.l8ga., ly = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. rhis schedule addresses only the fasteners required to anchor the Nindow to achieve the rated design pressure up to the size limitations toted. It is not intended as a guide to the installation process and does tot address the sealing consideration that may arise in different wall :onditions. For the complete installation procedure, see the instructions tackaged with the window or go to www.jeld-wen.com. DISCLAIMER: his drawing and its contents are confidential and are not to be produced or copied in whole or in part or used or disclosed to others xcept as authorized by JELD-WEN Inc. ```t%L 111111111 ,01�S../ . 0 MIN, DTSTAWE FOA EDGE: Ill' �c �n enSeeeear / T r sh a sFnoCs 114' MAX SHIM SPACE FRAME SECTION TYP VERTICAL SECTION 1/4' MAX SHIM SPACE IB gouge ern Steel Sn.f STEEL INSTALLATION Steel Stud I 1/a- MAx MIN. DISTANCE — 3 I SHIM SPACE FOR ED6E: 1/2• U embedment oft m I I (I of three thrds 2 t tfname JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame IDPRATINGIMPACTI 48 x 77 +50/-50 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind bad criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. .1-O 7 _ — mwn BY: J.HAWKINS a T T .r� ~O•. •• �� CHECXED BY: D.BELAU ( �� " -.,,, �� S • fjryl /rty��'pd�pI�jkj��rl6EPA 'IftAl a 30a E-t IH�ttjl Dania Beach. pP; ,• •' �� `aG �` a. Tip I• Suitc 33a Fr. 33604 APPROVED BY: J.GOOSSEN ELT No.• P EPA IDENTIFIER No. 110-16-134 /2017 I .i. LD"WE1 \ th F Lakeport Blvd .1/ j; � j � Klamath Falls, OR 97601 NTS I Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung NAME AND LOCATION: CAD DWG. tso.: REV: I SHEET IildrsVNyII& A 4 OF 4 4" MAX. NAIL FIN INSTALLATION FROM 12" O.C. MAX.-;--- CORNERS t� 112 MIN EMBEDMENT �r ---------- -� 11�� 2 / 3 MIN. DISTANCE MIN DISTANCE FOR EDGE:3/4' 12" O.C. i MAX. 1/4'MAX $HIM S ACS -C3) L SHIM SPACE FRAME SECTION (NP) 11/2" MIN. EMBEDMENT C J / VERTICAL SECTION— 6rr Jf ( ` MIDSPAN J I 1r' 1 i1 r JAMB SECTION (TVP, HORIZONTAL SECTION I I i 1/4•MAX NOTF.w la -Nnl'F""d Wro — SHIM VALE Installation Notes: ' 1. Seal fiangelframe to substrate. 2. Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. FOR DGE: NCE 3/4' 1 `m FOR EDGE: 3/4• 2 (— Max Frame DP PATING1 IMPACT --�II/2•MIN, EMBEDMENT 48 x 77 I-50/-50 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the Intemational Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. t r ir0�''''i This schedule addresses only the fasteners required to anchor the %%%, �SF window to achieve the rated design pressure up to the size limitations -1-1 toted. It is not intended as a guide to the installation process and does �� ,IMA Ens, iot address the sealing consideration that may arise in different wail : O :onditions. For the complete installation procedure, see the instructions " _ * ? --?--* = _ = DRAWN BY: J.HAW1 )ackaged with the window or go to www.jeld-wen.com. T T �O"••' •"�� CHECKED e, D.BELA IISCLAIMER: C Dp' • ••� G\ �� S' Goo' his drawing and its contents are confidential and are not to be �� 0 Rrl�dO�j LE��1 RART E �ut1�' roduced or copied in whole or in art or used or disclosed to others P P P ko, '7D7cll TOY IDENTIFIER0 xcept as authorized by JELD-WEN Inc. 90e ena -h. F I • . sniee aae Dnnin Acnch. FL 00004 SJW2D /2017 3737 Lakeport Blvd JEL, Klamath Falls, OR. 97601 NTS Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung NAME AND LOCATION: CAD DWG. ND.: REV: SHEET BldrsV'Iny1TSH I A�r oF' Installation Notes: 1. Seal flangelframe to substrate. 2. Use #8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 112• into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. rhis schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations toted. It is not intended as a guide to the installation process and does iot address the sealing consideration that may arise in different wall i xnditions. For the complete installation procedure, see the instructions Iackaged with the window or go to www.jeld-wen.com. IISCLAIMER: his drawing and its contents are confidential and are not to be >produced or copied in whole or in pars or used or disclosed to others xcept as authorized by JELD-WEN Inc. _nE F. N1 MIN. DISTAi4CE FOR EDGE 3/4' 3 l 112' MIN. -- - -EMBEDMENT-- J a�J S. IQM SPACE FRAME SECTION (TYP) VERTICAL SECTION SMM SPACE 1 1/2' MIN. EME MIN. DISTAL, FOR EDGE: 3, THROUGH FRAME INSTALLATION JAMB SECTION (Dfl HORIZONTAL SECTION Max Frame DP RATING, IMPACT — 48 x 77 +50/-50 1 NO I General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind bad criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. ' + _ O *: * = ST DRAWN —BY'.- J.HAWKINS ED sr:D.BELAU ,-aEa • AMOVED BY• J.GOOSSEN s` G�� 1 �Z'•1;. P T o ELT No ��a� A /rhyS�7�7f 308 FaSt drAJid bl'ttllI Suite 338 Dania 11—h, FL 33604 IDENTIFIER No. 110-16-134 1/2017 3737 Lakeport Blvd Jy EL N Klamath Falls, OR. 97601 NTS �D Phone: (541)882-3451 Builders Vinyl Tilt Single Hung REV: !1 A 'SHEET zoF+ 4" MAX. FROM i'�--F- CORNERS MIDSPAN 16 1/2" O.C. MAX. i! I� I I ,.uar ��---------- --------M. orSTANCE P:.(XKso,� FO2 ANEOGE:2 Vz' `1/4, M SMM SWE FRAME SECTION (TYP) VERTICAL SECTION MASONRY INSTALLATION EMBEDMENT - MIN. DISTANCE — a \ FOR ED(E: 21/2, 2 uu�uu� a � BLOCK 1/K' MAX SHIM SPACE LAMB SECTION (TY?), HORIZONTAL SECTION —wf. V ACE i II '— �� i ram' Max Frame DP RATING IMPACT I +50/-50 - , � _ 1 Installation Notes: General Notes: 1. Seal fiangelframe to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria 2. Use 3116" Topcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida of 1 1/4' into concrete or masonry at each location with a 2112" min from edge distance. For concrete Building Code(FBC) and the industry requirement for the stated conditions. (min. = 3000psi) or masonry (CMU shall conform to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads 3. At minimum, glazing shall be single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. ' This schedule addresses only the fasteners required to anchor the %��S`F I r!''777ii Hindow to achieve the rated design pressure up to the size limitations �� , O loted. It is not intended as a guide to the installation process and does • • •.�-- F�� 3737 Lakeport Blvd lot address the sealing consideration that may arise in different wall — : O 03/31/2017 �[II conditions. For the complete installation procedure, see the instructions — Klamath Fails, OR. 97601 lackaged with the window or go to www.jeld-wen.com. " * ? = * _ �]AHAWICINS _ I sULE. NTS Phone: (541) 882-3451 T T � CHECKED BBEEI BALL TITLE O P; �v APPROVEDeY: Builders Vinyl Tilt Single Hung iISCLAIMER: % �` J.GOOSSEN his drawing and its contents are confidential and are not to be d�v -.9 ICI • LeK� G�\ PART o ELT Tao : sproduced or copied in whole or in part or used or disclosed to others i7vI Ida y k� Db�s 499 xcepl as authorized by JELD-WEN Inc. 306 F.asr t5a�jd 1 td,bN 1 snuo 138 IDENR"ER No. PlN7T NAME A aD LOCATION: CAD DWG. Tao.: REV: i SNEEr Dania 13—h. FL 33604 110-16-134 BklrsVinyITSH A 30FK 4" MAX. FROM �- CORNERS MIDSPAN ) 16 1/2" 1 O.C. MAX. MIN. DISTEWE: WE 1/r F02 EWE: Min rm9ednunf of +hr<e thrca4 _�.. P"' franc 181,,1dn-- — -- — 18.guuge min Srr<I S.4 Steel Stud Jl� 1/4-SHIM SMr c APX ACE MIN.DISTANCE —� FRAME SECTION (TYPZ FOR EDGE: 1/2' VERTICAL SECTION 1_ Min embedment N of three threads R. Pastframe 1/4' MAX SHIM SPACE �, �18 ga Xrvn Steel Stud STEEL INSTALLATION 1/4' MAX SHIM SPACE JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame I bP RATINGIIMPACT 48 x 77 +50/-50 1 NO j Installation Notes: General Notes: 1. Seal flangelframe to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria 2. For anchoring into metal framing, use #8 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida minimum embedment of three threads past the frame thickness. Locate anchors as shown in Building Code(FBC) and the industry requirement for the stated conditions. elevations and installation details. Steel substrate min. 18ga., fy = 33 ksi. 2. All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads 3. At minimum, glazing shall be single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Phis schedule addresses only the fasteners required to anchor theg,F, window to achieve the rated design pressure up to the size limitations �� , •• toted. It is not intended as a guide to the installation process and does Z va< •' lot address the sealing consideration that may arise in different wall ; : 0 :onditions. For the complete installation procedure, see the instructions _? •— — °" lackaged with the window or go to www.jeld-wen.com.T all 4// 0� ISCLAIMER: his drawing and its contents are confidential and are not to be N�� JD ��/l s' ....... •• GPAi S+jT�dOi��ILE��1' !produced or copied in whole or in art or used or disclosed to others P P P �y! rda , o. 797fb rta 338 ID xcept as authorized by JELD-WEN Inc. 398 F t m ntll l�. r\adaooa I/2017 I JEL N F Lakeport Blvd —jl 1V Klamathth Falls, OR. 97601 NTS Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung E AND LOCATION: CAD DWG. No.: REV: SHEE7 RldmVmvrSH A . or 4