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HomeMy WebLinkAbout174 Clear Lake Cir (2)CITY OF SANFORD yp A 5 Z�ti$ BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: l r7 `T GIza4- LA ke cl xdCd SA"Gla-.P 1 3Zy 7` listoric District- Yes ❑ No Parcel ID: 02- - - — 00 SO ResidentialjKommercialF] Type of Work: New ❑ Addition ❑ Alteration ❑ Repair Demo El Change of Use ❑ Move ❑ 40 Description of Work: Z1J�3ts I 1 �j) Paa y�Fi'tJt`l,�..�5 '1ivsT•o l..l. N 2w S�O�7 S Plan Review Contact Person: C-OAS I JA U264ti0 Title: c Opaft 6� zA u4.G4No c<as�rti41111 Phone: Y4,-'1'` 1- 3 Fax: NTH Email: Ca')TMy Q oa eiv Property Owner Information La ctrf h D Gov, sir' �t�fi oh @ Name n14, Y o rem ST �k' Gy' 2 Phone: 0 Street: Intl CJ-Cd Lk..Q Gin-46,5.1,, &z Resident of property? : - ( 1:pw— � City, State Zip: ShAk.0 J.P� 32293 . Contractor Information Name ZAJC0� Go, rSTyu,G Phone: 396- ,:`j'7 Street: 4-191 a`4n" ,� ��- Fax: ✓V �a City, State Zip: p �, (J- 1 3 1% 3 $ State License No.: CS �f I2, Name: Street: City, St, Zip: Bonding Company: Address: Arch itectlEngineer Information Phone- Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: St" 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. & r Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner ent Date Signature of Contractor/Agent Date LAO l .,_� Prin caner/Agent's Name Print ontractor/Agent's Name Signa e t - a Date SiOdture of Not t-State of Florida Date ANNETTE M BLAND . �.._ :' :,_,ND ,� Notary Public - State of Florida p� ^ _ -.. _ „ Commission # GG 170900 Nota ;e,e of Florida F •' My Comm. Expires Jan 16.2022 . . ECnC2C :CfC�Gh �a]c,a NG:a^1 AsS .. -tea;' My Cc _ -xc rs Jar 16. 2022 . '..0 , .. ... Owner gen is Personally Known to Me or ContractorrTgem Is rMTMTffY1MbWn to Me or Produced ID Type of ID Produced IDType of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas ❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: I 1' Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: sF t v tps Revised: June 30, 2015 Permit Application clu I.0 ck3 Gko 0 r— e Cr G c .1 � A --, TLD V\- CC---)V-,\.Ip L, 2� T D, E r.l BUAZ laricz NotM PublicF ' GG ofrrriSS or Jar '1 6. 2022 e jty My Corrrr. Expires Boacee vn.gr .alor.a Nnri Ass THIS INS7J�'� U�MENTpP PApRED BY: Name: �gflaV aL)& AtaO Address: •r-AGRANT I1ALOYr SEMINOLE COUNTY S�f_11rs,r.ae �►� 2S7 CLERK OF CIRCUIT COURT & COMPTROLLER -' �— BK 91155 Ps 1662 (IPss ) CLER4337 NOTICE OF COMMENCEMENT a RECORDED 4 3/05J2018 RECORDED 113/��`/21J1� 04:04=49 PI'1 RECORDING FEES $10.00 State of Florida RECORDED BY ,ia_r_knnro County of Seminole /� /��n Permit Number: Parcel ID Number: OZ- 2P'"9U' ,5Gr —Oaoo —m -E�o The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Le al description of the prop rty and stre t Qddress if available) GENF,2AL DESCRIPTION OF IMPROVEMENT: T ,All C?rJ �, rJ 2 SL9S` OWNER INFORMATION: Name: p1NNC-y poijo s-tA C-& Address: 114-t 64/L &r&d < Fee Simple Title Holder (if other than owner) Name: Address: CONTRACT(?R: U Name: - Address: ri�-G )-4 PI Z WC Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR 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. Under penalties of perjury,) declare that I have read the foregoing and that the facts stated in it are true `Kq est o ledge and belief. / weer g re Own s Printed Name Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead." °;• O ^rt'O State of Oo 3 Ck County of< (Yl \ 1 `k b, t 0 E i— ,{ `/ Q v O The foregoing instrument was acknowledged before me this' )day of / 1 CS-\ . 20 byCfe eI\J '�U r Who is personally k own to me ❑ a �`—, Name of person making statement �j q "' CC U OR who has produced identification D—type of identification producedCLLIJ w Is V moos ANNETTE M BLAND cr. z r. S t f Florida c • �. r A Ei �,.: �. v1 tz G r--�. Notary Public- to e o �`� • = Commission # GG 170900 • My Comm. Expires Jan 16, 2022 Notary Signature 5crcec rrc..cr.:vaicra ,yowyAssn. Building & Fire Prevention Division PLAN REVIEW COMMENTS Application Number: 18-1-1,84 Date: 03/20/2018 Project Description: Windows, Doors, Siding Contact Name: Gabriel Laurbano Job Address: 174 Clear Lake Circle Contact Email: laurbanoconstruction(c gmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.Qov. Provide two copies of affected plan sheets and/or' supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of Florida Product Approval and corresponding installation instructions for the windows, doors and siding. Cut sheets from the manufacturer website or order/quote forms from Lowe's are not Florida Product Approval. FBC 107 2. Please submit two (2) copies of an exterior wall floor plan showing the location and existing size of each window and door that will be replaced. In addition, please identify on what wall the siding will be replaced. The floor plan can be hand -drawn. FBC 107 APR 12 20;8 �. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetin-es with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Morey, CBO Deputy•'Building Official -1- SCPA Parcel View: 02-20-30-5GJ-0000-0050 Page 1 of 2 5cerdracx.�e CXx,xa'�'�'; ��..a`txu I Parcel Information Property Record Card Parcel: 02-20-30-5GJ-0000-0050 Property Address: 174 CLEAR LAKE CIR SANFORD, FL 32773-5694 Parcel 02-20-30-5GJ-0000-0050 Owner GUHR, NANCY E GUHR, STACEY B Property Address 174 CLEAR LAKE CIR SANFORD, FL 32773-5694 Mailing 650 FELLOWSHIO DR CASSELBERRY, FL 32730 Subdivision Name HIDDEN LAKE VILLAS PH 3 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) nii'-. 7777WIIL �'�.' Ie. 4, cca `t n �y 1rn' Legal Description ALL LOT 5 & SLY 1.67 FT OF LOT 6 HIDDEN LAKE VILLAS PH 3 PB28PGS3TO6 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $76,839 $50,000 ; $26,839 Schools $76,839 $25,000 $51.839 City Sanford $76,839 $50,000 $26,839 SJWM(Saint Johns Water Management) $76,839 County Bonds $76,839 $50,000 $50,00) ` $26,839 $26,839 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 11/1/2018 09061 1505 $134.000 1 Yes —�—lmpproved QUIT CLAIM DEED _ 8/1/1989 02106 0270 $100 No ! Vacant WARRANTY DEED 1 4/1/1989 02066 1738 $90,000 Yes Improved WARRANTY DEED 1 2/1/1988 01931 0315 $269,100 No Vacant Find Comparable Sales Land Method � Frontage LOT Building Information Depth Units Units Price I Land Value 0.00 1 0.00 1 i $28,000.00 # Descri lion f Year Built I Fixtures Bed I Bath I Base Area I Total SF I Living SF ( Ext Wall I Adj Value I Repl Value ( Appendages P Actual/Effective $28,000 org/ParcelDetailInfo.aspx?PID=0220305GJ0000O050 3/5/2018 REQUM EIlD UgSP EcCTICON SIEQUIENCIE Bpff ►c..11,<zz--( : min Max{ecdom Des�II'Il �Il®IlIl. a Footer / Setback Remwa°11 Foundation / Form Board. Survey Slab /'M-ono Slab.Prepour Lintel / Tie Beam / FRI / 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 Buildin O i Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final Single Family Reszdencet Final. Building. Other Address: 1,%4 CLcjpq;,. C.P�-t�� c( dZ l�lln Max 1hp ecfion. DescU Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final M1 `LY WA _ _ �t I V""f"3a1�Y. J�T7�4 . j l..A%f.'7.M�q, . . ai tJl�iry/(�q.{GV� �}, SAC/ .58 -ROMP m4Z i . .wJ19IF'�.^''33 t�G3 in>7 '� -r .. ven ` zr! �'4'ri7+4 ;? Tn �, - 'k'd Mfin Max. ]lnflon IlDescrldonn Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final huim Max Ilimsecdon Desclrnff olm Mechanical Rough Mechanical. Final. Mn Maxi rms ectionn.IIDescnrn fnon Gas Underground Gas bough GasFinal RIEVIS E]ID: Jbne 20'14 4/13/2018 parceldetail.scpafl.org/FootprintPage.aspx?PID=0220305GJ00000050&BLDGNO=1 &PAGEN0=1 IParcel: 02-20-30-5G)-0000-0050 RECORD COPY Building No.: 1 Page No: 1 6o x ko S k cter-S I:jAr- 36 '96 Sketch by Ape. Sketch REVIEWED POR CODE COMPLIANCE PLANS EXAMINER h//Gq6 DATE #18-1184 SANFORD BUILDING DIV, � IS A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE http://parceidetail.scpafl.org/FootprintPage.aspx?PID=0220305GJ00000050&BLDGNO=1 &PAGEN0=1 1/1 ProductFlorida Approval • For use inside HVHZ: o HardiePanrl Siding fastener types, fastening schedule, and installation shall be in' accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686717 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Pane Ia lZME. VerticalSiding ® JamesHardle 9 EFFECTIVE SEPTEMBER 2013 RM INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMEO & COLORPLUS® PRODUCTS Visit www.iameshardie.com for the most recent version. SMOOTH - CEDARMILL® - SELECT SIERRA 8 - STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well -ventilated area 2. Use one of the following methods: a. Best: i. Score and snap ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors b. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does rat carry the HardieBlade saw blade trademark HardieBlade saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing circular saw with a HardieBhade saw Made (only use for low to mate cutting) Important Note: For maximum protection Qowest respirable dust production), James Hardie recommends always using "Best' -level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to turther reduce dust exposures. Additional exposure information is available at www.jameshardie.can to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. SDM105 GENERAL REQUIREMENTS: •, These instructions to be used for residential single family installations only. For Commercial / Mufb-Family installation requirements go to www.JamesHardieCommercial.com • HardiePaneP vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreert/furring) as a best practice. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www, jamehardie.com • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use HardiePanel vertical siding in Fascia or Trim applications. • Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. • DO N01 use stain, oil/all base paint, or powder coating on James Hardie® Products. • For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal exppansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin #8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Position fasteners 3/8" from panel edges and no closer than 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus® Finish) (fig. 2). •Horizontal Joints • Framing must be provided at horizontal and vertical edges for nailing. Provide Z flashing at all horizontal joints (fig. 3). • HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 water -resistive barrier water -resistive barrier • Double stud may be required to maintain minimum edge 2 4 stud water -resistive water -resistive 2 x a stud barrier barrier nailing distances. ._—upper panel .--upper panel Figure 1 stud ; water -resistive Do not 1/4" gap Do not 1/4" gap barrier Caulk Caulk sheathing HardiePanel Batten Joint "H"Joint ~Z-flashing t �L Masashin�gt O O vertical siding water -resistive barrier decorative keep nails \ 2 x 4 stud .—lowor ~ band board 3/8' min. panel r lower from panel panel edges plate Q ° _ Figure 4 3/8' --►I leave appropriate gap between Recommendation: When o panels, then caulk' installing Sierra 8, provide ° Caulk Joint a double stud at panel moderate contact (Not applicable to ColorPlus• Finish) joints to avoid nailing keep fasteners 2" 'Apply caulk in accordance with caulk through grooves. away from corners manufacturer's written application instructions. For additional information on HardieWrap' " Weather Barrier, consult James Hardie at 1-866-4Hardie or www.nardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and MUSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBladea0 saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area: (4) wear a properly -fitted, MOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During dean -up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. 59550005 HS1236 - P1/3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1 " Maintain a minimum 1 " 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code - 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between re requirements for clearance between q James Hardie® and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways, I I IIII I I the roofing and the bottom edge of the Do not caulk gap. Figure 5 1 1 „f concrete 6" min. I foundation Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 gutter and end cap Figure 6 1' 2-mint Do not bridge floors with HardiePanel® siding. Horizontal joints should always be created between floors (fig.10). Water - Resistive Barrier Framing Figure 10 Horizontal Flooring " Trim .r Sheathing fascia ��H-rdiePanelO BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 Y2" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. • Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. • Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, tlq�II, 0 ® ® El fill 8� add nail kIN Figure A Figure B do not under drive nails DO NOT STAPLE Refer to fig. 3 on page 1. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100' -110* to maximize water deflection Figure 11 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P213 8/13 CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be'applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie@ ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course, • Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third parry touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: • Exposed fasteners or battens is the recommended application for ColorPlus panel products • Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended • For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In accordance with IMES Evaluation Report ESR-1844, HardiePanel® vertical siding is recognized as a suitable alternate to that specified in: the 2006.2009, & 2012 International Residential Code for one -and Two-Famity Dwellings and the 2006, 2009, & 2012 International Building Code. HardiePanel vertical siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New Yak MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. © 2013 James Hardie Building Products. All rights reserved. TM, SM, and 0 denote trademarks or registered trademarks of James HardieTechnology Limited M is a registered trademark of James Hardie Technology Limited. Additional Installation Information, Warranties, and Warnings are available at ruml JamesHardle www.jameshardie.com HS1236 - P3/3 6/13 J•.k N,I aL tw) .. F �;• >k xcL w_r`n. Uao o R _ u. rw F £ K ZXT 3, K5 ! u" i I➢ eRDDVL. S 41A'%I FE W Y kCA,s x1i I t NE - ¢C'vIAF k5 8' ITSM FRAME '4(:Tr. ---i W GNU+# tG CO fiC. :;S PM.a Vp.N•:C' STWI A I R f {) `l IC 1M� 9iR R�Aif 9 Ji- C a+ r Tx F� !-H dFYa iWG-E4YJ15 'rNc W.T:XI - . s i us c u_ a OTT Idrt Ia s Ert x.kcws r~u aw of war.rt mix clerk m >.uk,W ___ t .... I.. wl`W+I 1 J M kE'P�' T_N55 EW rla2S} WRaI G caTF - — iG - _._•emu - :} �.--._....._., �/ _ , & S, 5 XIR —f[ i ( 40IXXF )fM 44. 5 U. +�(n 4 QW - ASSINCD h A •i, I +/ t .G"+✓% I t� L F'fCA GN/^ C.m 4 StYtl 3 "MED . CO3"t—T, W'k- Ia4 FIX 'C 'Y.:Y is x FnFES xA1 NC: hi i —111C, .1 b '1 RilE "',tc u,5 Cts*F-i A>.al'4A.CE DI ©1 s I / :� E ANl Ti sr .A a : »t Skls y 1!'d Y .2: SN(t -. $ v'I 2 J E l,Atir ltlrq ' tl Curt SIDE .) "A a WY CI. ] FoltG+"�: (1 I TL I C i- CE h U:UI C".it I I I INYJt" S 4 C 'iMGI R- M K MIK'Afi tall ilW, i V. -#' . c01- TiA L ER„C -tu I u rr x n ro '"+ tu"' Y ".GE r ,D la FT!QL s ak�F :ec FIN alCt'Orc—� RE 0' IRCME S ET }I t'_ r. to wlrn C..R wrT Er ,n tw AS I W11HIN 7 0' 1 ( lA ?t m! 1411 rht I) rrrRV R5 h 8' li u I Fi.R a vF Sil-LL y r le , m r [ ffo x. r ¢ ,xwcs Lt u nc:. AEAl(OC SEF s Av POR u L Ri.OU,iQtF. I S r qr,a ,a : l x I� lour:. rt ul o f A t4 . Rxl- TY UK S u I r ZZ .I isFRAME ANCHOR III AR - n , EIS •nl w ,.,a ivya rc .�( xw FEs"a a .. Y -; EK IT.; ru .l w.au.cTs .:.; R OU1R UEviS r '} RFOD MIEN �`I 1 v4i. a!N z lti TABLE OP TH5 f � v NNOW r�3 ti TERNETE payC ,OR/tU�TRAT' EVAI IlATiON NOTE ( a5t Ekt FOR ."- _ r - RNt 'r IOI 'J Iv li !I F"I I IILL, —__ 41 IS VF1l ! lVAL ACFt'ROk— ... t Iti t LI [,CARIIF ST \D. D(S) MID AP, FOUND � z ' . )� OR S ;MC.Eti riAhl EF v ID_}— C i u � .! r f �. a 1 ar ca„ ) o-1 Tlwc 1Th t , PRooT I .UY.... LLt'Oa 51t.- MI'tCN '�X iRS ,sei:i5 •.O/.t 3 I m x +r Ix t F5. J9U. 4r u A aama wm i) p' j T- 1 cccE Ees*. ol.Hx. Ea c y uf:n'x + WAu air irc uh. _ I GJAI ' _N +k!(tt F 4 v( ,3D V1'NX. a Y' ! '.t x E D 1F 0 f.:.UPa 1 tat H .t In~ E PY II E u R WN Mt d I( R('Rft I a4, j _ .. �j• IS, RwOc UIrREU¢NTS K TABLG —.- --- <_ NQFRME ANCHOR EXTEOR F1LLM-10N mD I n'jEXTERLQF . 5jNCLE HNDON! _ FCWS Le. s z� _I NG E S.S. n w¢ a (FIN INSTALLED SERIES (FRAME SCREW INSTALLED 5ERIE5 2Q) o z� r x J A 4 S51 I ,} c 5 c r 1alat. sr nai i SCALF 3/4 - A t tt [l -VT CR 5 -3'If Jk0.t M i iM 5 4TF 5157 ('�LRn._._._w .- � 4Z -1/ msl DESIGN PRESSURE �li;�:i i1P rs rays z0) ALLOWABLE (SINGLE WINDOW _ I •n a Xm e s �. I )s x w �x.erW (>� s1_ vi>FaOn slIL:SxnELF. $#� j ua ( sY u x », a to 3 v r DAi Sc—_ j« ITS' .. I P,tE A 1'I to tB ' F tiD J Jt Yhl Mill 4PA fx� )dAr,. MPX §i71 I %E11 vl fl I hC11V" SA.I hEiqi 4 y:f� lE I x t) ` D .R 5 s u JRRt CR}W IULL _1i__ fN.Mi FItM'F R [ u:tTiW RAL uE TtNG RlJL ,y �1E +'. u EIKFf)RC'ENFN i ) ,. p 1 )S4 pvEA t• L — / CJu„'.E E 4.RaEW(INrN NtN F} IRkIXfQft E4tNi Y'd! (xi( LNC t {',(,AIN } ASI N - (> 10} ._ .._ }R SS iuv ) XRI P ISc) A I It SU S/R f�l^ .�. _.... ....,. - .rx ) 47 !2 _ ES — "ES Y!.-__ ��_... ;YIh(,OW a-6 1 S-Y S 5 51F 1 Okl SCR'W Ill j2' 1 48 2 ...._YCS YF$ ._ YF _ 3� •'.V`y ' VI Y-s 1 Yt t) iC.'I" WV A NA.xluuu 36 TALL 1 DIA VFW. R} Y lA II r t tx 1 YS AC G G '1 f x ,b ^iw FL%R%Ut'MNDDW .i14 EDiIAt To k GUt70U P7'. ia)I ,.F14 IDE SSURE f CM 4 1111S IA i�E FOR N ?I LIAMN „f1N'tARI tI) cRrWs �E sE' r 'i-E +Ac 1 Rx A WSF. F RrN. ..klW Oh>_Y. Ttit GOVERti7'.0 CESWN PR SURF ON THE N JDOWS T1 J72 F- (p ( S:.u_: BE T iE LESS-,R OF TN,AT SII N IN THE INIWIDUA'. I fl WMN S ,v/.t _) c 4 tvlNDDI S ,,11 0PROVAL OR THAN SHOWN 14 THIS 1 [I. )i: M JV RA f. t f h ) i. S v N OW 46VA{ 17C t IPL f 4P MIS ittf L.Lw I 4L' 01 IIC."AOU.AL NO-11 ` 1V'4DOY! 1,_,71}i WINDOW vCOIN WIDTHSEC. Vflw )N —�—_ —. PRE_SIAM ikBIX iflis 4P" MAXIY VOt td_ bi MA-1 ', 'NOU U. _ _ e . WIFlU JW N,��li Will, Y V1D N i 4IDW W iH 14 li' ni!ON MIUDLI A.JCtiSaP VeJi-_ vt r`E S iuw v A7 till At TORS A' MULEN REL`UIRF'" Al cAC :i —T C NOR I t I I iIN -NWUAL YV Y'1 1 I �E ENDS SUGL' I'lA 'I INCNICU t 1 x•ri ' € i S t. r JdtF MINTS f, E I i Y - I, 1;: WINDOW tM1+FN VYINDO:'1 f$ .1nl.THS f R:SIRICT D I I nl -✓i"tR - I I Wll 1IS ARE R : TIC T• D Ili R WE A IO.AL I III ` 4 i} $ -IONS AROUND ( IT D MF N IDt S iQ V4 III f POST,`1ONEO AS ! AO OR L S$ W �' TO DIMS\SI-1Fj S I�JNI I I;CL - RE..I M1 WiVDfriYS I OliRnf 1. UYti ! SII fNN F "FRAM[ ( li �Eil Cl'"RAi- UY€iI (A :€ OD I f. I t 'SEE i VC A N(Awt IAl NOTII L.. tI: I Ah[H R { r ! I iRt�uE WIt I i ?>ut .0. RE(NJtRut.ENiS F i UIReM iS FVt lON rOR ANCHOR �CONTRt LCLPfI ROL .__.JI �� I _ nE.OU Eat, EWS . In E O7 SHEF"i t I ( s i I ( II F R'D�PC P T fCS(i 0'!5 AT *h GF,f 1 - I� )N IL wIN9 jr K i• � _ _ - ill — ..__ — .� I - - I — ..— �,II / — ��N�- D �r z t , I EXTERIOR ELEVATION' 0 MULTIPLEL_WINDOWS INS'AunnnN Cue, w RE Sr.Cvr7 511 EXTERIOOg.ELEVATION= ..,IDOL ti.c ? )i{ "FRAM t�,e OR REQUINIMiNTS 11.nE 'IN' M 1P � WIN W p"wiRL (FfN _IN TALL�D SERIES 10)- sIICE! FER RF U EµFur NINnoA m I u wIN r SLtA,.t- �14" a'--r' NoiE: cIm r _ 2n 'i.to m MAD Ali.) ,tFRAUF `,�f' IN.�L1.L�..G3EL1i�7,Qi r, ?v r L.ss ,It,l�_ IN LIEU OF fRAV," SCREWS `„A?� S; �< � 0. �F R'N At LOWA.BLE DEIGN PRESSURE (DOUBLE do TRIPLE WINWWS) IRSL- E SHOWN IN THIS to&ltt. FCR INSTAL-ATION CONDITIOYS - i (NE u i -+lrn Aet� l.+f C>(WER4P G DESIGN PRESSURE Oh! 3 X riAAI dZ I101 TILE 1I U „lv. ACIM �t 4 FRE SUN (I! YIND YS tALi DE THE LESSER q{ RA.I MCI h RF0.. - l b� tb GF !f AT HDi N Y THE IVJMDUAL �j �It yOl M1'1C i IGI-' 'r' ! ilr tX�CFM hl It MG ld(t.?1 GAi PtE) W%WWS STATE APPROVAL OR FIAT ll'rl....... ST-.WN N THIS EADLL "' ft II z tltx.IvS �- iry j YC "E ( 7 4 I �- 1tERFORMANCfE. P° bn\. y —� <Q WPI?DC:W NOTE: ;-�"s 7 I I t±A Y ND 1 _E 35 1 ALL WINEX)iOI A1;E RESIRICT(' SY '}iE OINLhS'C4S SPECIFIED, .96 9 3-LT . I_ N �}f ,� _ . jj �'.. t,_; 35 .. 2 TRIPLE W.NpO'rf ,TOWN, DOt: [.' WINDOW ALSO APPC E` ... 5 IF MORE TRAN 3 WINDOWS ARE It) HE MU L D i ONE LPCMNI;, 1} RI�l. MININM 1 1 ALLOWAe L PR SSURS. ON iHD, r. t;N To S Jl.0 S_ c. A5 ,tA - I JR THE Y� -{ COMnARAR;,- TRIPLE UNif. 2 4 'a_._..i Y+S 4C _._,.� �. __ Y ...-_-_ _......... I MAX OVERALL `RAM- 'WIDTH IN W+/ INDFADL) _ _ ti0" u"U liDIADUA1 R A.hD!;W t'iJ'li WNDOW W )TH 111 —2 TO Y jI� {I li TION JR th � i F ,- HOR 2 -U Rt. IF 1 � ( t i IIIMOI Fl YtiN {�W l! I is ITIO K_ .�� N(: I� (I 1lVT )t15 AFf R I k IBC,+' It N.vV,"1 W.i1 TO DIM N ONS H:QYN 11 !i'IIjIDII ^Y: RAU C. I .11, P LI KI'Dilt7.J : - f:7 t a� �Il1 f_ 0L_. -. Ill i' I 1 � ( i I lip ; 1 a I IpI t --. �._ 6ti X OV RI%11. FRAME isloT;l 48 MA? -tiOVIDUAL <8' MA%, iNOP"2DUAE _ GO' iAAY 4CtCNIQVnI d _t : I o, -Ok AL W NDOW Win, i W1ND0'N R7DTtl W14EX15 '4k�DTy 5' yil W W O:H , I i .�r'_ cal WS -I,UR ilN ANC ORS Al MULLION I NCS SKH Pigf THERE Mt" A TOTAL '. _ MIDDI ANC. H YJI III of -RA!{E A f Ma4 'S O a l OSMONEO As i - i k t-,RFM +•. SI rl4 FF >;:E "FRAME SEE ytKT W N6 N I RCGUIR D h ci H A' i ON S I IT ELDIATION FOR WL1,DOW WHI WINOOi� 1` F„ NEOJI. c, 1t d.i Sj it S OR ANC14OR �1! 30' OR LESS WIDE R GUIRf MENiS T' � ION SHEET I I �I' TA it' EJU"cM Ni � � R DUIM N k M'SIliON5 A IDES p� 0 .. of WM)Oer� II I - J IM)MCUA n7NDOR iW P STRIC JI j 4 III i )IH 4Ri IC UI XENS 0, S -Nit _I III 1 r I I II .1 I L I I am EXTERIOR ELEYATION: 4 ° " _z - !!� E M P! E OPERABLE/FIXED WINDOWSINSTALLATION r 7FS w! ter SHOnv 5 moll ANCHOR Nct - ,I ULTAFSE AF1CHOrt RECUIREMEIAI S TAS i. t N ELTERiOR EI EYATION" F. J [ f EACH �, a (FIN INSTALLED SERIES 10,1 HEFT FO rEDUREUENTS. Mil LIIPj,E-QP RAR /F1X D WINDOWS mNix'Y otE uivroW SCALE .S/4' - t'--;' NotE: a s mA, FiL OSED Al H.IP AL_,D froAkAE SCREYI INSTAL LED SERIES )M ti C)" OR II SS WIDE. IN LIEN OF IRAVV SCi?E'WS !X'At E: 3/4' = 1'-0' ALLOWABLE DESIGN PRESSURE (XOX WINDOWS) t/-SD PSF _ • 1' w�i 3� ^'m P-t,: UR, SHOWN N fills Tt9IF I} Ff- o 5'tl jT 7 LAT I CONE TON C t 17- THE I- { ( ✓''•PNI C UESIGV RI SLr- ON THE, rNDOW1 SHALL. 5L IHE L >E"R f`f THAT F''� y»' '.)wN Iv THEINDIYDUAL W YM SATE OR '1HAT HOW', IN 1I I TAFILL: PR(nAL � f"dre.z n NOTE: 1. All WwDOMS ARE RESTRICIED BY M[ OL,IENSK-NS SPECIEIED. yYis - 2. IRIPLL.. 'W1NDCW SHOWN. DOI1NI WINDOW ALSO MfiifS k IS Rf'SIREJED TO A MAXIMUM :"FRILL FRAME WIDTH OF 9C, ­uRS-WZ --y OfllPER -R,'M,' IATF R, C Fll. 1/4" w," ANC'40R PF'R.A A- tNc i3r? 1, 1 FVEFISH RUtE ANCHOR By n. IAEH,E OTHI� K OTHERS FEpfi- NAL fit! 'iAMF ANCHOR F-AY, S -Sid i PAC -Z- Ve &l.vL, Slim W;I.DlW -M: QANi c FIN ANK-Fzop PER A! IAC'i �NC4,4 P, LLE"TION r S,ALANT �1� GT p S "R;fs sEALAW :i Nf) GTI 4S 1HIND I RAYK i 20 HAIL RN =7:: for, SERFS 20 SR WINVIOW SECTION s I Ai.A Ry IRAV vis,"LLAIluN i C I,,jLj PER EUVATION 1/4- WX. SH9. SF4ANT By IVIIIIII - - OfFlRS VAY 1AT EACH ANCHOR SURSTRATF, rY--N... -HIV DPWRI,,PER �Hlm 'AT FACh CUP 'CRAM! ANrHOR / ,AiL 1: RLQU �,EIIENTS RAJAF 7,IRLE' TRIW AN� I FOR CLIP SCREW f,I ,,NICHC R `1,9 LEVA Pi R SECTION R�GiRRWNIIS ABU sc,,LT SUBSTRkU BY OTHERS ',-R - PER f (I PER CLIP) "FRAME CiOR I AN CO! T'It 1-FIX.- M(MEER LESS V SIZ; 7-AN I, 2X- VUCK REW p 1 - - I , , , f� !RU OEM ;R.lM SPA-CE -1.104's TABLE m, 3 1/2 �,[EP ;,;(,I R u w FRAME AN't is N SECJ�q!��7 FIE R sFALC: 1/2 =,R_ Iv 3 Of GTKRS PZIY-i ANCHOR VIRMENIS '.ABLI.- SEALAN' Br— 0.293 OTHERS SECTION /j 11� \-fIZAV,, S:,'ZCW PER ELEVARONS 1 —7 0,060-1 F('114 ;�! , /-, rat r4,,,v Al lHCR If NIS IABIE- -,-if r-p, OPTION& -M—RI ol TO SUBSTRATE WITH SPA CER fril, 7,11ALI I I Sul r"OES NOT APPIM (I -OR ()I ',I, -=N, SEE SFc,!oN, A21, N-A 1111 MASONITE, WOOD -EDGE STEEL DOOR UNIT 6'-8'DOUBLE DOOR WITH / WITHOUT SIDELITES 1 �17 1 f _ATED FOR jSE IN 'LOCATIONS ADHERING 'G T-Ir. F DRICA BUILDING LOOP AND WAEAF PRESSILRE RECIUREMENTS AS UC7ERMINED BY ASCI 7, MINIMUM DESIGN LOAD S FOR ROliCINGS, AND C HER 5- UCTdPES, )US -SS 1407 EXCEE0 THE DE IGN PRESSURES 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS 140r REGUIRED ON - o PAOI,E PANELS, BUT IS REQUIRED ON -LA7Er_) SiDELITES WHQN INSTALLED iN li;E WIND-BORNE DCBRS REGION, xCLJCNC THE HIGH VELOCf" HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVESYSTEM 15 NOT REDLIRED ON Q UE _J AANE - S OR PANELS WITH IMPACT GLASS. BUT IG RIFOUIRED ON PANELS WITH NON -IMPACT GLASS 4 AOLYLIRICANE CORE FLAME SPREAD VCEX r 50 AND 5 MCTHKE DEVELOPED INDEX OF 60 PER ASTM E84, S. PLASTICS TESTING TEST USCRIPTION DESIGNATION LITE FRAME SEL- IGNITION TEMP ASTM 01929 'F ' RATE 01 BURNING ASTV D635 7 DENS-TY ASTM 02843 70,29 A' ATM (1638 ' 8% Df I SIL, , 51REN�11A�_j S TM • CGMPARATVL TrNSILE STRENGTH At -TER WEATHERING 45-DO HOURS XENON ARC METHOD I ---- ------------- TABLE OF CONTENTS DESCRIPTION 11_ L ELEVATIONS GENERAL NOTES ETci 2 ANCfLORINGLOCATICINS & DETAILS 3 AN-HORINC-LOCATIONS & DETAILS_ w I I �qjl IT 749' MAX. OWRAIL FPAVF MUIR 21 " MAX 36,375 MAY - D.L,O. PANE D, 37.5" MAX. ��ESL Wfe�ti W" TRA L i FRAME WIDTH Eli 1 1, E ll, T�l DQ�� ^IQQR__UlLTAI�rr SINGLI DOOR UNIT W/SlDEL:TC Coo Rwe_T::6x i WHERE 'WATER iNFILTUTION PERFORMANCE IS DESIGN PRESSURE RATING REOUIREO TO BE 'S% OF )CSIGN PRESSURE CONE G WIDTH INSWING I OLTSWING INSWING BUM 3 , 0 z-, I ", s � HIGH __MAX 170.0 -700 1.70,0 -70,0 1 N A -T-1-1 -1 +30 r -3, _77-()-t,!G xx 74- + 15 1 Z 1,2 1�1�C -55.O N/A 41 IPIIN�l +30.0 / -30.0 , +50.0 j -50,0 OX ., XC. 75 + + 550 IN /A io J �u 1 +mj 0:1�10O 5(10 CR,O— N �A + 20 0 0 — 20,0 D 1 +30 0 0 +ll c �O �-t j � "' _30O 1 '0 0 c 0 � �O 5000 0 sws KJRT RACHAZOR FLORIDA P f, r ' D-U- ..E. 3' 3" I I I I I I I III I t3� a i r 1 s' 3- iii Pl t} I I e. SEE DETAI,J x 2.: t) x 5/8,. Q 1/ # 7 0 x 5/8� DTA�'r' DETAIL"6" 0.952 _I T l IN5Wine _THK�5HOLD BUMP„�lZ'_C/S 7H�R�SN„ii�yg 1.aC1 i __. - _4 1.75' 1 p47" i 4-SERIES D/S THRES'HJLL) r ,H D.Am 0 T;-jRE,HQ1D #Fl x 2" 4STR,vG,4 RETAINER R LT HOLE IJE7AIL "E' A57RA AL ATTACH ASTRAGAL RETAINER oOLT STRIKE PLATE TO FRAME AS SHOWN, nt or uE CVSTOAIER EtT "'f,z HqT laJz.BITE nT TYPICAL GZL NG DETAIL N{}N—AtEKG —s f SEE CETAIE I i W 4tp` I i G 'I l_ ---- I 6' CC � lU � 4 � i z cn w 0i z4= �t � z E) ;Er DFTAII. b" 0 tdUST R 02i1 ED I}7R UGH THE T i( S} I.D W INTO THc: STRUu URE DEEP Nt)rJ;;ti FOR A. {75" TF; R:?W DfTA1L "F" .aS7RAGh�_ VrM1,'�ce;e tyUlr R If21ta M 1ff{Jti�� AmerreA iT _ ,1 I i SEE DETAIL "C" SH7. 2 ID-! i ATTA CAM, NlL JAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, &GNED AND SEALED BY ROBERIO t-OMAS, PE I,FLORIDA #62514) WITH THE LOWEST {LEAST) rASTENER RATING FROM THE CIFFERENT FASTENERS ( INGI Cot SIDE"ZE , FOR USE. :AMB, HEAD, AND H--_SHOW FA TMRS ANALYZED FOR THIS UNIT INCLUDE #I WOOD SCREWS OR 1/4" 1AECONS. A PHYSICAL Sn,M MUST BE PLACED IN SHiM SPACE AT EACH ANCHOR LOCATION APCON EDGE DISTANCE MIN 2-1/2"- 1VO00 SCREW EDGE DISTANCE MINI 3/4". u a SEE DETAIL "D" $HT, 2 r O pli 0 I MIN `_ _ 0.2°, MAX _ SHIIA CL — (— TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SAIIGLE SHEAR DESIGN VALUES COME FROM AN I'AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHE.IVEMENT 01- 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MIAMUM JIAFEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TI A NSF. d BADS TC STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. I j n I a I i t0 MAX __. Suax IM Cl -- — TYPCAL WOOD BUCK ANCHOR INSTALLATION _H_ARGWARE_��_ cDUL=. _ 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �ZT ERIES 980 GRADF 1 DEADLOCK HARDWARE TO BE INSTATED 5 /2' C_ENTERLiNE. 2." X 4' FULL MORTISE 3UTT HINGES. 1'XI/2` CORP.UGATED 1" FROM EACH END AND 7" OC #IOX2" WOOD'( REW 5" FROM EACH ENO AND 12' OC i ACRYLIC LATEX CAULK ACRYLIC LATEX CAULK. CL COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (EOXED) (3) (IOX2-1/2" WOOD SCR, WS EACF END 1 •u,bxn I NPMi = erttlwmr M - /.�lOt) Y Renexeo 9r - - bileRerR INTEGRA,. WOOD MULLION (CHS) RAW 1,132 Woodfard Rd. Manufacturer: Masonte Lewis,,!Ap, NC27023 Report#: 514010 434-668-0609 Date: 05`01/2017 r1lomilsoirlorng5pe Cgrn Test Report: N/A Product: Single door Xx 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 wl & w/out gap: a. With threads present in sheer plate Fastener type #10 wood screw (NDS 2012, TTU2) Nominal diameter D: 0,190 in bop: 9: 0,0000 in Pact diameter: Dr: 0.152 in Moment arm 0000 in Minimum required penetration p: 1,140 in Screw bending yield strengti-c F, - 80,000 psi Side member: Douglas Fir -Larch (6:0,50) Main member', Spruce-Pine-F,r (6-0 42) Side member lhickness: 1, = 1.000 in Main member thickness: t, = 1,500 in S,de member dowel bearing strength: F� = 4,650 psi Main member dowel bearing strength: F11 = 3,350 p_-, Side member dowel bearing length: 1, z 1000 in Main member dowel bearing length: [, L 1,140 in Mode I, am = 636.5 lbs/,n P = 72561 lbs K, 2,400 Z,= 302 lbs Mode I, as = 884 lbs/,n P= 884 11>5 K, = 2,400 Z,= 368 bs Min. Design value: Z` 110 lbs MIMT91-1 X 0,0007 8: 1,07 C -4Z7.67 P= 331 lbs K= 2,400 Z= 138 lbs Duration Factor, Co = 1,6 Allowable Design Value (ZC,): 7i= 175 lbs/onchor Solid members w/ & w/out gap: o- With threads present in shear plate Fastener type: 410 wood screw fknvnal diameter: D- 0,190 in Root diameter: Dr! G152 in Minimum required penetration: p: 1,140 in Side member' Douglas Fir -Larch (6=0,50) side member thickness: ?, = 1.000 in 5, de member.dowel bearing strength: F� = 4,650 psi Side member dowel bearing length: 1, = 1.000 in Mode 1,, qrl = 11752 lbs/in 1>= 13397 lbs Kj, = 2,400 7- 5582 lbs Mode 1, qS z 884 lbs/in P 884 lbs K, 2400 Z,= 368 lbs 0-T-TWIN Mode III A. 0,00096 6: 0,57 C; -253,62 MS 468 in-lbs P = 297 lbs Kr = 2,400 Z= 124 lbs Mode III, A: 0,00107 8: 05 C: -267,7 Mm- 46-8 in-lbs p = 319 ibs K, = 2.400 Z= 133 llas (NDS 2012, TP12) Gap: 9: 0,0000 in Moment arm: 0 CWO in Screw bending yield strength; F, - , 80,000 p5, Main member: Steel strap/chp Main member thickness: t_z 0048 in Main member dowel bearing!;trangth 61850 psi Main member dowel bearing lenath 140 in Mode III, Mode III, Made IV A 0,0014 8: 0.000 C: -936 P = 263 lbs K: = 2,400 Z= 110 lbs Mode IV A 0,0006 8: 0000 C: -93,6 P = 392 lbs K, = 2400 Z= 163 lbs Allowable Design Value Wt,): z1z 262 ths/anchor Fastener type: 1/4" rTW Talabon N,O.A, 16 -12 22 06 Substrate Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z = 202 bs Edge distance 2,00 in Tabulated shear design value: Z = 161 bs Aciud edge distance: 2,50 in Reduction factor: 0.85 Spacing: 4,00 in Tabulated sheer design value, Z = 202 lbs Spacing 2,00 in Tabulated sheer design value: Z = 164 lbs X, Actual Spec mg 100 In Reduction factor: 0,91 E IV Allowable Design Value (Zf,,J: zil= 155 fibs/arichor Minimum anchor capacity: 155 lbs/anthor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. 0 TATE OF Anchor calculations, minimum required anchors 0 36,38 Design pressure. 85.0 psi 0 R Mt- 79.25 JA2 A21 I j 1 Min, Design value: Z= 163 lbs A; 0,0003 8: 1,07 C:-4038,9 P= 2287 lbs K., = 2.400 Z= 953 bs Duration Factor Co z 1.6 A. 0.00059 B: 0,57 C:-3864,9 Ms = 468 in-lbs P = 2126 lbs K, = 2,400 Z= 886 bs A, 0,00033 8 0,5 C; -2677 Mm= 46,8 fn-lbs P = 420 lbs Ko = 2A00 Z= 175 tt>s Max Anchor Area Load rnd. . Cap Qt I Load I Zone (ff ') (lbs) (in) Q.C. Result (in) {bs)y (bs) A 23 195 N/A N/A 155 2 98 OK Az 77 656 6,00 18.00 155 5 13t OK IAL /6 1111 Luis R. Lomas P.E. FL No.: 62514 1 of 2 512/2017 L. Roberto Lomas P. E. 1432 Woodlo d Rd. icwisviLL-, NC 27023 4?4-688-0e0e rIIomas Irlomasge-cam Anchor Locations: 36.38 i 6.00 TYP. -- i 6,00 TYP. — I —6.00 1 I 13.45 MAX. O.C. i 79.25 f I I I i 5.00 Manufacturer: Masonite Report #: 514010 Date 05101;2017 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 l,'2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3116" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" 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=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1 .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. P, 11Cto����i 4.-90>= •4,_ 10NALi���� LUis R. Lomas P.E. FL No.: 62514 2 of 2 5/2/2017 L. Roberto Lomas P. E. I J 32 Vi/oodlo,,d Rd, Manufacturer Masonite Le.,is,dfe, NC 27023 Report #: 514010 434-688-009 Date: 05/01,'2017 L112mjlSLa)lrlomasDe g2m Test Report. N/A Product: Single door 3'x 6'8" (Wood Frame) Sc�e. 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/ & w/ourt gap: a. With threads present in shear plane Fosterer type: #10 wood screw (Nbs 2012, TR12) Nominal diameter D- 0.190 in 0,0000 in Root diameter Or: 0.152 in Moment orm: o'Woo in Minimum required penetration; p- 1140 in Screw bendriq yield strength: F,� - 80,000 p6i Side member. Douglas Fir -Larch (Gt0,50) Win member: Spruce -Pine -Fir (&=0,42) Side member thickness: J'= 1,000 in Main member thickness: t,,= 1500 in Sick member dow,tl bearing strength Fa = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side mr!mber dowel bearing length 1, 1,000 in Main member dowel bearing length: 1, = L140 m Mode I, qm = 636 5 lbs/in P = 725 61 lbs K, 2,400 Z" 302 lbs Mode 1, 45 : 884 lbs/in P - 884 lbs K, = 2,400 Z,= 368 Fos Mire Design value' z: 110 lbs Mode 11 A 00007 a, 1,07 C -427,67 P : 331 lbs K, = 2.400 Z= 138 lbs Duration Factor C� = 1.6 Mode III, A: 0,00096 B: 0,57 C: -25362 Ms = 46,8 o-lbs pt 297 11ps k, = 2,400 Z= 124 rbs Mode = A: 0,0010i 8: 05 C: -267,7 Mm= 46,8 Obs P = 319 lbs r. = 2,400 Z= 133 lbs Mode IV A: 00014 8: 0,000 C: -916 P = 263 lbs K� = 2.400 Zz 110 lbs Allowable besign Value (ZC�): Zl= 175 lbs/anchor Solid members w/ & w/ourt gap: a, With threads present in shear plane Fosterer type: #10 wood screw (Nt)S 2012, TP12) Nominal diameter: 1): 0,190 in Gap: 9: 0.0000 in Pool diameter: Dr 0.152 in Moment arm' ODD00 in Minimum required penetration: p: 1,140 in Screw bending yied strength: F,= 80,000 ps+ Side. member Douglas Fir -Larch (6:0.50) Main member: Steel strap/clip Side member thickness: 1, z 1,000 in Win member thickness: t' 0,048 in side member clowo.1 bearing strength: F,, z 4,650 psi Main member dowel bearing strength: F_ = 61,850 psi Side member dowel bearing length: 1, = 1.000 in Main member dowel bearing length, I-, = I140 in Mode I- qm z 11752 lbs/in P= 13397 lbs K;, z 2400 Z,= 5582 lbs Mode 1, qs : 884 lbs/in P= 884 lbs K,, = 2,400 Z,= 368 lbs Min, Design volue: z: 163 lbs Mode rr As 00003 8: 1,07 C -4038,9 Pz 2287 lbs r,, = 2400 Zz 953 lbs [)uration Factor, Co z L6 Allowable besi5n Value (7C,,): Z,= 262 lbs/anchor Mode III, A O-OW59 8 0.57 C- -3864,9 Ms = 46.8 in-lbs P - 2126 ibs K,, = 2.400 Z= 886 las Mode., rrL A: 0,00033 8: 0,5 C -267,7 Mm= 46,8in-lbs p = 420 lbs K, = 2400 Z= 175 lbs Mode IV A 0,0006 8 0,000 C. -93,6 P = 392 lbs K, = z,400 Z= 163 lbs Fosterer type: 1/4" ITW Topton 40,A, 16 -12 22 06 Substrate Hollow block Minimum embedment: 125 in Edge 6sinrice 4,00 in Tabulated shear design volue: Z t 202 lbs Edge distance: 2,00 in Tabulated sheer design value: Z = 161 lbs Actual edge distance: 2,50 in Reduction factor 0.85 spacing: 4.00 in Tabulated shear design value; Z z 202 ths ,;l, P, - L o spacing: 2,00 in Tabulated shear design value: Z = 164 its Actual spacing: 300 in Reduction factor: 091 E IV Allowable besir Value (Zf,,): Z' 1 155 lbs/anchor \o. Minimum anchor capacity: 155 lbs/anchor 0 Nate: Anchors with the least capacity is used for calculations to quality anchors with higher capacity. Anchor Calculations, fttinimum requited anchors 0 36,38 Design pressure: 85.0 psf 0 R 79,25 A2 Al L'A I Zone Area ut l) Load (lbs) Ind. (in) Max. O.C. Anchor Result Cap Qty I Load I (in) (lbs) (bs) A, 2.3 195 N/A N/A 155 1 2 1 98 OK A, 77 656 ----I 6.00 1&00 155 1 5 -Ti 31 OK Luis R. Lomas P.E. FL No.: 62514 1 of 2 5/2/2017 L. Roberto Lomas P. E. I I e32 Vlovd1baY Rd- L—,vis-lk,, NC 27023 Manufacturer: Maso;iite Report#: 514010 Anchor Locations: 79.25 6,00 TYR, 6.00 Typ' 6001 13.45 MAX, O.C. 6,00 Date: 05,1011!2017 Installation instructions: 1. FOR ANCHORING THROUGH FRAME 114TO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114'* MINIMUM EMBEDMENT INTO SUBSTRATE WITH tit" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN BELOW. 2, FOR ANCHORING THROUGH FRAME INTO MASONRYiCONCRETE USE 3116" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 21,12** 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 TOBECORROSION RESISTANT, 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE W1 rH 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 Frri=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1l,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. 2 of 2 LUIS R. Lomas P.E. FL No.: 62514 5/2/2017 NOTICE OF, PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: A`It313747 a 1955 Powis Road Certification Date: 06/08/2017 r r 11 Wet Chicago, IL 60185 Expiration Date: 06/30/2021 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites �ru" (w/Wood I ramc unless noted) Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non -impact Glazing: Insulating Class (Tempered) the "Not of Product Certification" is only valid if the NAM Certification label has been applied to the product :is described within this docomcio. 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 NAMI's Certified Product Listing at wow. damtcertiticsttion.crlltt. - NAME s Certification Prgram is accredited by The American National Standards Institute (ANSI). _. ._ Inswing, (;lazed Structural �fiatcr Msssdc Cost Re nrt Number C onflguraUon or ; or � Maximum Design Test Impart DrawingNumb Drawlnt~ Number C)uttiwtm� _.. h C) l ae .1 _ P-9 _ Size Pressure fro sure Rated _ _ s X I'S Opaque ;' " x 6'f ?t)%-I(t O.Q Int Yes ATLNC 1,00l of 13 t tiro lc € 1 I,xmeuu, t m virt:; e a s-A" . h F OtS t (7paclue � 3'0" s 6'8" _ 70,=71 3.0 pvp Yes d Sin�Iti 4,5 psi mesa I s e o a w ri t { St) of 1n to [ktai I �� �< t?!e rE 1117 I:S Opaque 7 f'f}"'x 6'$"' a,-95 0psi' Yen C ;4ClL 14 aitl t Doub,r � — X Y O/s 01 a.lue i ('t)"x 6'8" s_ -55 i tt psi' } e �C1L i4 S,ti t lltrub(e i 4� nl ' t 3 5o psi" Dv t t,ic tinrt r I1-la \o Ox VS O i u D"o, U}I 1 h 0'x b'8" ,55;_55.... 0 isf Ik>cr Ins 1 ( IO ?gin I Sln Ir tF' hde�ditc tad tzvd 51dclite � Sidt�lrte Na } � 3 t t E x' D,d t ; o t 5'4" tp,ezim,�laeh�rlh ._.__- .......... �.--- -----—�..._...._.. _...__..� ..... .. _ ..._.l lilt fl I t UApto Ildt ...._._.. _ -- Xf71Oh (7:`S 7p�yue Doti 6*0"'x fi'R Sti- t 0psf' ( Doot Its NCTL 10 single wlrsidelitc Glaze sidelite 4,5 psl' Sidditt, Nn Nta,in Ir N 1 Si, z 6 �" Sul hwi 3 0" 6'8" - r -� 1n 11,11 N%Iils DR( MA FL,2ll t OXt� VS Jp,que Door TO-x ti' 5 5 l I Darr l es Single w:'Sid files Glar d Sidelite. Sidchtcs N , tit. i uw E 1 Siu, IT 6 S" 5, I 1 .* ( 6 n t to h r(7t7,1 l7R( 13A Ft6 II-t7 OXU I /S Opakluu, Doot 1 9 0" x 0'8 ,51 i5 _ 10 pst'Th or 1 cs tic n so rin 1 tiuL,Ie w:.�uletrtes . I Glazed Sidelite 1 4,5 psi i Sidehte No 3t; xlmaw m 1 Silo e x r id h.. 3 IP ,, 6 v ! i(1 )Sl _. f Amh a ITumI D ( \lA F t t 11 1' oxxo- I :S )plyve Door 121' x Ei'fi � 5>4 ti psf Ik c+r d es Do ub1l'4X i (t)) Sidehtes-No .. tL,znni, n k , I 1 _e 3 t 6 E 4i I 1 , o' x < � �. ....... ?_ AnJug (kotils Utt t331 tldi II 17 t I Xtidelites � S tdtSldeloc i p t nor 12 4 " x 6'8 twi.$ti 1 0 pst' tk or yes _ _ _.. _ �(' ❑ t�l 93 1 Double-tv:Sicieliks i Ul.tzctl iidclite 45pst' sidefacs-Ner Viaximumkai l�?; ,1 st;`Cid fit. 30'�55' 1 � I 7 l() )St . l 1i1, 1M1 it I)tEdtt Dbt tJ .ttA I I .} I I 1 ! I-rMnnte liumprr 0.1—i.g Threshold 2 -Denotes 7 Series O.kswfng Threshnld 3-1i-1)am O.1swing Tbmho1d National Accreditation & Management Institute, Inc./4794 Ccorge Washington Memorial Ilighway/Ilayes, VA 23072 Tel: (804) 684-5124/I:ax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: ---.1 .1 ii-v 4"s, 0r, w cti,. r e al q Fill 01 • UA)AL PACING I -A it 1`6' MAX, RAML J -7-77. MAX 11-,`,)A. F III` WY" E""f, L --X:.Rfws WHI'Ri-' L7 , ANNOT17U1 � 'UIN M�qs A I , fAVIV ON oft, Si1,E7 I OR PL'1III EhIj4!S I / A i I I I I \ \ , '11 1 1 .f .CRPAIL, -- - EXTERIOR ELEVATION VIO-PANS .,'d Noi II[ot.kEti "00" DOOR W ,N ME FR4III WVPi ;S SCALE, I'-0- ALLOTVliDU DESIGN kt:-§SRrt ?,ALL ("I nN10"Isi FRAME ANCHOR 01RCi, IATABLE; .. .. ............... :�S F ... .......... T'-Pi -A,- W ... .. .... ALTER -&KID auimi-x(af- MW V'kll-m VALL AUI- RNAII. ra:'- URSI- :Alt) ELW;i" DISI, il�n :Wwi.76' STANWRD(S) PIC ARI � FOUNW 2x(. v,-ij, W) D A, 1 1/" V", WtE R 1P'-'wa twi Ficr HS1,14- Wil THS flkouulli� -'7 vo fu0 SCREN 2 --- "10 -P1-�j1T. A--1"QR--U*-rr"-,-• 1—�r -�/7: - -I "w --"-1�5 — I . it', — - IAP/D�CRD4LL, rwr.� a mcwes" fl.W- lS U, A7. lix 1- IX I "S OWR:- I I!)• c" . C-Wm 0, • 0 1 11j R" �01 I i F1 C-) Rt L LEX ' 's i'), I 101R "."'K - C, D1 0 �C.1' �AV , I " �' :� , A�' 4W li HEX 4 IT, A T 0 CW',iS V;H; t! 511C8". ANCI, � , ! L TAB.,, ,,, �'H P� S frP RE'12;-4"% 4T8' •0 9A0 N -L ct EX—EFRIOR I ­CD/Al Q! J.� SCAki'- 1/2 3 -j L '41 1 1, 1 - I 1-1A t T 17 1 FOR rfs, IF IA'A ........................ . ............. !:XLTER�ORELLY 4. N 13 ��T EXTERIOLF.—I-R —ATLO—NL "Ox-xT i0l, M�,,W N., 1 11-1 1'- S -2 I- —Do i'd , � 3 VA X" A, WLi- "tl_-1 C' GA f N"rr A0(' �Zllw � fly q- �4" " 71- R-, SECTION k'.'AA'fl l3y NAT "AN IN R ill �2 A (NUT f3U'l< t9tr. 'A" I l�'; Sim A%1,DVAP—. Elkyt""'Ill, N "ICI':ni FIs "'ji, l"'ItE �"T LkS CA4 kll a I C I 1(pic', 1'0 -PPAC LEI W'FR R T T0 Ac", ARF RNO if A As AN Sfc[10114� DPLIQNAL DE rAll _2'aEC-�T -MQlijNT JBaTRATE Lt i '_HEWN,, KT 0 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 Of Atrium Corporation "311/312/378" Sliding Glass Door (Non -Impact) for Florida Product Approval 111 Current Florida Building Code Method: 1— A (Certificate) Category: Exterior Doors Sub — Category: Sliding Exterior Door Assemblies Product: 31113121378Sliding Glass Door Material: White Vinyl (PVC} Product Dimensions: See Installation Instructions ATRO23 Prepared For: Atrium Corporation IR • • Welcome, Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 01/03/2018 Contents: Evaluation Report Pages 1— 3 ````1iilIIJJJ!/! !/ .`�� F 0 ���! 1 y mot. �3TA T o'F, rY HLIP I�s ker b��i . FloffdAIilbl.t)3778 Page 1 of 3 APerfect Solution inEvery Drop Certificate of Authorization! 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Atrium Corporation Exterior Doors Sliding Exterior Door Assemblies State Product Approval Method (1)(a) 311/313/37BSliding Glass Door FL#:FL11646 Date: 01/83/2018 Report No: 5453 Scope: This baProduct Evaluation Report issued byHermes F.Nnrero,P.E.(FL #8778)for Atrium Corporation based un Method la of the State ofFlorida Product Approval, Florida Department o( Business & Professional Regulation -Florida Building Commission. Limits afUse: Hermes F. Norero, P.E,does not have nor will acquire financial interest inthe company manufacturing ordistributing the product orinany other entity involved inthe 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 ATIR023, signed and sealed by Hermes F. 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, excludigg the "High Velocity Hurricane Zone" (HVH2). 2. Product anchors shall beaslisted and spaced asshown ondetails. Anchor embedment into substrate material shall be beyond wall dressing orstucco. 1 When used in areas requiring wind borne debris protection this product complies with Chapter I6ofthe current Florida Building Code and does require animpact resistant covering. 4� Site conditions that deviate from the details ofdrawing ATR023 require further engineering analysis byalicensed engineer nrregistered architect. 5. See Installation |nstructionsATRO23 for size and design pressure limitations. HermesF. Norero'P.E. Florida No. 73778 Page 2of] BUILDING DROPS FL#: FL11646 Date: 01/03/2018 A Perfect Solution in Every Drop Report No: 5453 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 National Accreditation and Management Institute (FBC Organization #: CER1773). Performance Standards: Referenced Data: Installation: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-05 • AAMA/WDMA/CSA 101/I.S.2/A440-08 1. Product Testing performed by Architectural Testing, Inc. (FBC Organization # TST1910) Report #: D6923.01-801-47, Report Date: 05/07/14 Report #: D2326.01-801-47, Report Date: 10/18/13 Report #: D0985.01-801-47, Report Date: 10/03/13 Report #: D0986.01-801-47, Report Date: 10/03/13 2. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER1773) Refer to Installation Instructions (ATR023) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (ATR023) for design pressures based on sizes and configurations. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 tRSTALLATIO:J;JOTES 1. ONE(II ITo-AL I A -ION A N.CHOM ARE R FOU I RFD AT- CH ANCHOR LOCATION>HOWII - .. THE NUMBER 11 INSTA.LAI'ITHO IN ANCRS DEPICTED IS THE MIN.MIIM NUMBER C-F-,NCHORS TO BE USED =OR PRODUCT IN5TkL %TION. 3 1 NSTALL IN DIVIDUAL INSTALLATION ANCHORS V/IT fi IN A TOLE RINCE 0 II', 1144OF HE DEPI FELT IDEA ON IN ( I E A.NC HOfl LAICU I' DE IA,I. ILE VJ1H o L CONSIDERAFION OF OI_RANCEST 1 OL_I ANC 5 ARE N0: CUMULATIVE FROM CNE INSTALLATION ANCHON TO E NF- T. SHIM AS Rf OUIRj U:ii'_-Al t INSTAL..1'-ION JN"HOR WITH LOAD BEARING 1 (,NISI MA:K'MUM ALICAVAILLF SHIM S'IACK TO BE 1;4 NCH. SHIN' WHERE SPACE Of 1/IG INCH OR OPTA-FR OCCURS. SI NMI515:i IL BE CONSTRLIC ED OF:3Ii;-1 Dwm ELASTIC OR RE TIER, S. ICI! NAIL TIN.'N000 FUCz_ USE RR N.'OOD Sf'iIEtVS II, ROUGH THE. TIN ).'SUFFiCIN J I TO<Hl Vc l 1l21NC14 MIN I MUM EM4LU' LNr INTO WOOD'LBSTRATL A FOR NAIL ViN S'D1, Sl LIDUSE 48 TEK. GREVTS ITIFOUGH 1 W FIN OF ST ; FICIEN 1 LENGTH TO ACHIEVE A `AI lMUA OF 3 THREADS PENETRAT.ON P.EV UND METALf1AMF UR5IRF,TE. FOR 745U -RAM'__ WOOD BUCK: USE u�, WOCD SCHFWS IHROHGH IT t'R,:MI 1 S FFiCiENT II NGTI-}',CHI f 11�12-iNC13 M,N!MUM EMBE'DMINT IN!) V•OOD SU95TRATE. g FOE ITIRU R .:CONCRETE M. SONI!Y: FOR N5TALLA71ON I HROUGV IX BUCS, TOCONCqEIEjMASONRV. OR DIRECT Lt IN TO ,(INCRTTF'FAASONIt`C USE 3 if INCH DIA AT 11 R i i 7'At CONS 01 SL FH CI Ell LCNG7.H TO AC 1, R,VE 1 I I i I N CHM I NIMI' M CM BE DM ENT. 9 FOR 14R13 Tt1 T X1 JJ 1) SE N1) 1r EN SL R W.. T HAD UGIF TH I! TRAME Of f {{TLFN i OAL'i 'EA AIN(JUM OFi 11;READSF MEtRAi10N BEYOND MEULfH M SLIBStRA'E. 10 MNIMH%E--RED-bi-A4 COCA DISANCE FXC, DE VITAL, F.NSHE5. TOO DNG BUT NO. lil—LE) TO STUCCO FOAAL, BRICK YENH R. AND SIDING, 11- IN 5TALtA T IO N ANCHORS AN D ASSOCi4-ED HAti DWA RE MOST 3E MADE 0, CORROSION RF.SFITANT MAIL: A Al OR HAVE A CORROSION . E SISTANT1 iAHN[i. 12 FOR:i(DLL,W BLOCK AND G ROUT F IL ED BLOC DO NOT INSTALL IN i TALLII I ON ANCHORS ORS IN TO MORTAR lOIN TS Dti E DISTANCE S M FASL.I RE F So.RFE i O'D V OV Rt ORY OR ENE OF MOR I AR 1— IN lo FACES IC OT BLOCK 13 N TAItAIi 1 N''HO ITS SHALLB IN,T ILIf D. AC'OR DANCELVI'iH ANLHOP AANU .LTURER SINS t TION 3 TRUCTIONS.AND NICHORS SHATE NOT BEUSED IN SUBSTRATES NI HSTRENGTHS!ESS EFT15PcD`HGFAN T•E IVMUMSTANTOR MANUV'A( INTL. le_ INSTALIATIONAW-HORCAPJCIHESFDF PRODIFCTSHEREIN ARE BASED ON SUBSTRATE INAI 31ALS WFI1: TH OLtOWING FROPERTIE:S: A. WO(D MINIMUM Sf ( IC T,VH Of 0.A2. B. COII'i;.Tf.-MINIMUN.A ONPRE551VE FCNGfHOF.XMIS1- C. MASONRY-CMUUNH Sf RCNG:7iICOWORNI5IOA5'TM11C-90, VVI Ti l MIN. LOMPPEssVT STRENGi H OF IDEA) P51 AND GROUT CUH"ORMS -0 AS'"M (' 47S, MIN. GROW CONIPRESSIVE STRENL 111 OF 200(1:•51 D. 'IF EL-FAINiMI!Nl TlfllI STRENGTII OF 31951. MINIMUM WAIL T/PC KN ESS OF 33 MII S. (2D GU.16E1 ATRIUM CORPORATION 31113121378 SLIDING GLASS DOOR (NON -IMPACT) 60 ERAL NOTES: 1 1 HE PROD ICT SHOWN HEREIN:S DESIGNED AND M"t:ACTH RED TO COMPLY WITH TI If. CUR RLN•." FLORfDA BUILDINO COO E IF RCI AN O THE C URRE NT IRCh RE, EXC I) OF NO IVHZ AND ItAS BEEN EVALUATED ACCOROI NO tU iYE FOLLOWING: . AAMMWOtAAlCSA L01,/I.S.2/A440.05108 2. ADEOJACY OF THE EX,S FI NG STRUCTURAL CO J 'RETE/MASONRY, S IEEL STUD. AND 2X FRAMING AS A M IUVrl NO FORCE RESISTING SYSTEM CAPABLEOF WIT. Ri T ANOING AND TRANSFERRING APPLIED PRODUCT LOADS TO'EHf I'OIJNJAtION ISTHE RESPONSIBIEITYOF THE ENGINEER OR kRCHQECT OF RECORD FOR THE PROIE Cl OF INSTALLATION, 3, IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AI.I.I.OADSTO T'HE Sift-. CT 11RI.. RUC Ui-<,IGNANDINSTAI.LATIONISTI,1 RESP )NSIBfYL 0. THE ENGINEER OR AiICHITECT OF RECORD FOR THE PROF EC T 0,INSTALLATION. 4. THE INSTALL A ION BETA! L5 DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPFELIE SITE. IF SITE CONDITIONS CAUSE INSTALLATION TOUFVAATF FAUM THE REUUIREMENT.S OET'AILED HEREIN, A L C:NSED ENGINEER OR ARCHITECT 5HALL. PREPARE S!TE SE F'I'DUIUML NTS �Op USE WHIT IRIS OOCUMENI'. S. A-1PROVED IMPACT PROTECTIVE SYSTEM IS REOLFREDON ..{I5 I ODUCT IN Aft_AS REQUIRING IMPACT RESISTANCE. G WINOOWFRAM., MATER-:AI: 'WHHEORBLIG'E VINYL GL255 MFFT5 TIIE AVILI REMENTS OF ASTM E 1300 GLASS CHt.R:S. 5EE SHEET 2 FOR GLAZING DETAIL. TABLE OF CONTENTS SHEET REVISION .SHEET DESCRIPTION 1 C INSTALLATION A GEIIC 1_ JO 2 C ELEVATION 5 3 C— -- _---AN,.HOR LAYOUTS — A _ C—__--_— VpkTICAL SECT IOJ 5 C EORIZONTA. 5ECTTONS&6LAZTUG�EfAL OESIGNPRE55URERATIIJ6-----_— -_.= 5IZE DESIGNPRE55URE CONFIGURA .ON MISSILE 1.WACTRATItIIG 7075 79.5" 9475 X79.5' -350/-350P IF 350 350PSF OX(FIN) - NOT RATED OX (FIAXESS 7 75 X) 5 -- -SOD/ 30.0 PST 72'Xfi2" 350 35OPSF 71%.79.5" -350 1-350 P5F 9563'X79.5" -35.0/ 35.OPSF 7Ei.75` X 95.5" -.DOA / 30A PSF 72`X52"' -35.0/ 35.0PSF -UNIT U515 ALUMINUM RELNFORCEAIENTS, ALL OTHERS USE STEEL 1- Q mIV w t1 m I U SHEET: 'I OF „/ 72 N n. HE 8E A D HE 11,11" MAX. f................................____��. ^_ „DOOR WIDTH ELEVATION -_-TYPICAL — ELEVATION TYPICAL 79.50' MAX, DOOR HEIGHT f 82.00" MAX. DOOR HEIGHT 72.D0" MAX. DOOR WIDTH 74.75' MAX. D.LO HEIGHT ELEVATION TYPICAL 0.8125" O.P. 1 INSULATED GLASS --GLAZING TAFE _ 05'GLASS BITE 9550" LJ. MAX. DOOR`S ./ HEIGHT GLAZING DETAIL NOTES: 1. GLASS THICKNE55 AND T-PE MAY VARY PER A5TM E 1300 REQUIREMENT GLASS CHARTS, 1 2, ALL. GLAZING CONF16URA TION5 SHALL COIAPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN THE CURkEtvT FBC. !'miMU i Y H O O oN �na`3 e Nj c z��` ri W H < W o O � O o o rfI z z� I H o'z o C } u v w w z W n Z N < N ATR023 SHEET: 2 OF C 1.00" MAX. FROM 8.00" MAX. CORNERS TYP. O.C. TYP 2.00" MAX. FROM CORNERS, TYP. X., ANCHOR LAYOUT NAILING fIN 2_10'MAX. FROM 10.00" MAK CORNERS TYP 0 c 1. Tvp. 250" MAX, FROM CORNERS. TI'P. ANCHOR LAYOUT NAILING FIN 'APPLICABLE ONLY 10 74,75'X 95.5' CONFIGURATION 6,00' MAX, 0 C- TYP. 18,)O.'MAX, 5,00"MAX. FROM _, 0 C,, 7YP, CORNERS. TYP 6,00" MAX, FROM CORNERS. -rYP T ANCHOR LAYOUT —110,00"MAX, THROUGH FRAME ac- ryp. I Al [W- UM A 'o c� MAX oc. z GO -P z 2! U�j o WII 'D z IVII DWG ATR023 SHEET: 3 OF 5 3/4" MIN, y EGGS UISTntJCe` ZX WOOD FRAME —� .A�r1I.Llj T 7 ;'A�{Ag( A BY OTHERS -#10 PAN HEAD WOOD SCREW 3/4' MIN. ' EDGE .. ,........ 110 TE4: SCREW SHEATHING --�, INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS 1 �'- \ / ^ DISTANCE € EXTERIOR FINISH BY OTHERS i { '1\ EXTERIOR FIN7 H 1 t/2" MIN. BY OTHIII a , T..IREE (3) THREADS ' PERIMETER CAULK E" :_____r EMBEDMENT PERIMETER f,AVLK .,` --'- ' I' REVO "STEELS TRUCTIIRE BY OTHERS i /�� BY OTHERS-i•, { - o fi �..—_. MAX. ... �, 1/4" MAX ^' a 2 SHIM SPACE � I SH CM SPACE DOOR EXTERIOR ' ^ Z K DOOR EXTERIOR w � c HE IGNT u T . —.._- _. .— Leh I' HEIGHT y SEE GLAZING �! 5EE GLAZING 11 DETAIL :I `DF.TATt. v o p O O !! INTERIOR INTERIOR -- 11/_ ................... VERTICAL SECTION C i VERTICAL SECTION N z �41 2X WOOD FRAME HEAD �,l STEEL STUD FRAME- HEAD O Z = e — II ✓ -- k u O lO EXTERIOR ( SEE GLAZTN6 1 DETAILui > o o N EXTERIOR II / _\ INTERIOR (Y p X'.,F+ o.A. I' INTERIOR boon BOOR._, HEIGHT SEE GLAZING It I a �DErail SEALANT OVER —SCREw 1 _ ... R kJ 1/4'MAX. _] SHIM ;;PACE `•� I SHIM SPACE /I �...... ... PERIMETER CAULK + \ _ • BY OTHERS--i j 314 MIN. ) � (EDGE DISTANCE PERIMETER 5EA.LANT _ 9 _ -- EXTERIOR FINISH I' I I GCS•: I� 'e 8Y OTHERS -I - t 1/4" MSN I II I \ f �y • ^/ O< `k �/ r _ - BY OTHERS-- ` / • f:MBEDMENr j l I % \\� - INSTALLATION t ANCCHOREw a 111 PRECAST SILL SHEATHING I _ :w BY OT,u.E%S - BY OTHERS---- F N Z v I 2 I/2" MIN, EDGE �f16" ITW TAPCON ! 112 MIN. a ^+ Z Q H 2X WOOD FRAME _ _ S = u 7 DISTANCE INSTALLATION ANCHOR BY OTHERS EMBEDMENT jqA VERTICAL SECTION VERTICAL SECTION CONCRETE - SILL 4 2X WOOD FRAME - SILL ATR023 �""` ALTERNATE FIN INSTALLATION(TYP.) SHEET: 4 of 5 r - -, . A 2X WOOD RAM AMUM _.......--�..... 1 U2" MTN, EMBEDMENT t 7!4`MIN-EMBEDMENT -� --- UM ,. ,. _ BY OTHERS' _ 1/4" MAX, SHIM SPACE --^ —� 910 PAN HEAD WOOD 5CREri -- 1/4" MAX_ SHIM SPACE CAULK BETWEEN IX WOOD BUCK 6- - ) TN$TALLA170N.4NCHOR INTERIOR CONCkETE/MASONRY BY OTHERS • INTERIOR__..I n .......... T �, 1 - L) 2 " MIN. EDGE.- DISTANCE 3/4:: MIN EDGEL DISTANCE I Ij r ��' ` �tr• ♦ N� OJ. � SEE GLAZING v Q Y DETAILITW TAPCON �j t / { INSTALLATION ANCHOR � w - ,L SEE GLAZING _ SHEATHING ' EXTERIOR DETAIL, 1,K WOOD dUCK 3Y OTHERS ' ---- t•. BY OTHERS'OPTIO ) e o EXTERIOR FINISH + o 1 8Y OTHERS - EXTERIOR ` BY OTHERS CAULK o f o c OTHERS,OPTIONAL) EXTERIOR FINISH PERIMETER CAULK ---- � BY OTHERS - ---- O.A. bOQk WIDTH ---------- ---- OA, DOOR WIDTH ----- BY OTHERS z j-zjw "ORIZONTAL SECTIONE ,HORIZONTAL SECTION F- 2%WOOD FRME A -IAMB F--I----- ` C { CONCRCTE(MASONRY-JAMBJAMB H K QjpO OVj V w v pla o w V INTERIOR INTERIOR '--"' O.A. DOOR HEIGHT 1'4 MAT EXTERIOR FINISHH HEM SPA E i� BY OTERS u. m SEE GLAZING—., I SEE GLAZING DETAIL I _ DETAIL PERIMETER CAULK- k`---f- BY OTHERS INSTALLATION R.. ' 2]S�._. ,. _ THREE(3 HS READ SEE GLAZING �^ __ SEE GLAZING �__ _. MIN PENEIPATIC) U } ? EXTERIOR DEl"DETAIL AIL EXTERIOR <- ti BEYGND STEEL SiRUCrURE F- \.HORIZONTAL SECTION i H^.HORIZONTAL SECTION j _- 4'MIN EDGE wINI m _ J MEETING STILF. DISTANCE 'r m - N Z i MEETINGS STILE i S S V ALUMINUM REINFORCEMENT STEEL REINFORCEMENT NOTES FOR USE WITH PANEL SIZES NOTE: CAN BE USED WITH ALL PANEL SIZES ff I _\H_ORI_Z_O_NTAL SECTION OWG#1 UP TO 37.125' X 79,6875" WITH A �S/I STEEL STUD - IAMB v A •J TR02 S DESIGN PRESSURE OF 35 FEE ALTERNATE FIN INSTALLATION (TYR-) 1 SHEET5 OF 5 , NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY CODE: N1013148 06/14/2016 Structural At I- ILI III 1373-1 To verify that the "Notice of Product Certification" is valid, please v is it www.NA\r1ICertification.com to assure that the product isactive and currently listed. This certificati on represents prod Lict con l'ornlity to theapp I Icab I especification ail If that certification criteria has been satisfied. A NAMI approved certification label IIILISt be applied to the product to Clailil certification slams- Plevc, review and advise NAMI if.mv rorroriinno nrp roniiired In chic doc-mm-ni COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Atrium Companies, Inc. Series "31 1 /3 12/378" 300 Welcome Center Blvd. Vinyl SildingC, Glass Door Welcome, NC 27374 w/Fin Installation Configuration: XO Glazing: 111SI-Ilatill(I GkISS (Tempered) Frame: W-2407nim(94.75") 1-1-2019nim(79J") Panel: \V- l232mm(48.5") H- 1961 mm(77.1 9") DLO: W- 1 106111ni(143.56") 11- 1 838mnl(72.19") SPECIFICATION PRODUCT RATING AAN1A/WDMAjCSA 101/l.S.2/A440-08 Class R-PG35 2413 x 2032 (95 x 80)-SD AAMA/WDMA,/CSA 101/l.S.2/A440-05 SD-R35 2413 x 2032 (95 x 80) Design Pressure: ±1680 Pa (35 psf) Wqter Penetration Resimaiia-Tesi Pressure: 260 Pa (>,43 p0) Product Tested By: Report No: Expiration Date: Architectural Testing, Inc. D0985.01-801-47 J u tie 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5 124 Fax: ('804) 684-5 122