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REV-18-2131
M t tic,) A p ps ) i 8\ P\\3 l Miami Shores Village Build• ing Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION [BUILDING ELECTRIC El ROOFING Master Permit No. Sub Permit No. REV le —2- 1 ( REVISION E EXTENSION El RENEWAL RECEIVED AUG Ole a e FBC 20r) PLUMBING 7 MECHANICAL f_ PUBLIC WORKS j l CHANGE OF CONTRACTOR JOB AD(W(FS":__/ .1:61/0 4 City: Miami Shores County: Miami Dade Fof io/Parcel#: `, ' _00c _o/ q El CANCELLATION ❑ SHOP tRA atNGS Is the Building Historically Designated: Yes Zip / (— : Occupancy Type: load: ConstFfoOd Zone. BEE: OWNER: Name (Fee Simple Titleholder):.(kim e s 5`I0 k5 Address: r` 0 (p ! ../ /O1 5)- • City: H. flkr»l I' Sha%e5 Tenant/Lessee Name: Email: State: NO FFE: Phone#: s `*7 -rX d 0 Zip: 33/ i Phone# CONTRACTOR: Company 1n Name: 4 Ct 0-4` €: ~ VA State Certification or Registration #: DESIGNER: A-chitect/ns±ine^r: Address: Value of Work for this Permit: $ Address: l 3`k.k. L r 79 .r tt Q_--v- tti City: 10L.; \.. 'Lt.\t-'- ,IhcLt y\State: 'et ---- Zip: Qualifier Name: JC i' n } ; ;C, Phone#: 57, 1 'gS ` cterc- r, ry : .Certificate of Competency #: 0 Type of Work: El Addition E, Alt er:+tion Description of Work: ('ha n� 9 City: Square/Linear Footage of Work: I New E. Repair/Replace Phone#: 5Cot-%S5S �f O Phone#: bo4h door3 r3 State: Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $' Technology Fee $ Structural Reviews $ ( Rev ised02/24/2014) Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ T (, Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Narne (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a Hermit to do the work and installations as indicated. 1 certify that no work or installation ha: commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatini construction in this jurisdiction. i understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS FURNACES, BOILERS_ '-;EATERS, TANKS, AiR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certrty that all the fi.'), egoing information is accurate and that all work will be done in compliance with al applicable laws regulating construction and zoning. "WARNING' TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAN RESULT itL YOUR PAYING -TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENC TO ()WAIN FINANCING, CONSULT WI'I'i4 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTlC;4 OF COMMEiwCEIV FAIT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mus; prcrn,sf , ^rri jE i;f Cot r cc vv o V-:r •,cti:e cr intnroFticr,rr<-m' and c r:wtruction 'inrr Irby bro.here will be delivered :to -the persor whose nroaerty is suhiect. to ottachrr,?rit. Alsn, u certified copy (lithe recorded notice of commencement must be posted at the job site for Jhst inspection whici} occurs sevc'ri j%% dtiys afjci- Cite Ouiitting permit is iSSUed. in the absence of such pasted notice, the 17 tEz .r.t.f,1;U..;'/i}rr1l'i'rCnCGIP':•)Lt'Ef'2iJf:j=?vii:x kSignatu1 rACE. Thr: c 'Qlt rr;•t;lJilf. ! ay day r ,,- who ha,, r,roduced by who is persanaiiy known to 1'iQi"talF4rrx(i'MVO :?tt'4i;E�. MILDRED Y GOMEZ Notary Public - State of Florida Commission N GG 124261 My Comm. Expires Aug 24, 2021 Bonded through National Notary Assn. AF'PROvt:l (iY Signature CONTRACTOR ;h f�'P+am. i("i!�il$iiirm rt w3s 7c,'r, R-owlP ra k dger; i�r`r�, r_ me this /Q day of ,4u , 20 1 by a e..5. 1), .tt/1 , who is ersonally known to as to or who has produced as ideittii c:.ticrt awl ht o did Cake an oath. itlCEVAIYP>i„irLIC: ANG€Lly16UNG MY COMMISSION # FF 951069 EXPIRES: April 12.2020 Bonded Thru Budget Notary Services ,,.F+&Jc*4'***.*aa#*M?ta•...1******** ******** ****.4,:k**** rM****ir4• Plans Examiner Zoning _. St; tictural Review Clerk (RevrsE ..„ REPLACE DOORS IN 2 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT- ' HURRICANE SHUTTERS NOT REQUIRED. 2 Ir _ MI $Y IlfalilliP-41 DATE SUBJECT ,O C(,M1 ••• I I LANCE Will-iAN{•1,UERAI••••. STATE AN�JC�I�N!( •.•• • • • • rfUL_S •AND Rcr�l H Q. • • • • • • • • •• • • • • • • • •• OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. •• • • • • • COMMIS • • • • • 1 72 80 40.00 4 36.4 -39.8 FL14569.1 60.0 -60.0 FLORIDA ROOM - LSMI 2 72 80 40.00 5 36.4 -46.4 FL14569.1 60.0 -60.0 FLORIDA ROOM - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. LESS THAN 30% OF STRUCTURE'S VALUE. NOT A RENOVATED BUILDING. EXEMPT FROM 2017 ENERGY CONSERVATION CODE. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 2 IN STOBS RESIDENCE 126 N.E. 109TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA Florid; Building Code Online ,c: C BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User fret Anurovei f9Pnn > produ-` or Application ',Parch. > Application List > Application Detail FL # 'Application Type Code Version Application Status Comments Archived FL14569-R9 Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By • • •• • • • • • • • • • • • • •• .• •• • • t. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• •••• JELD-WEN Corporate Customer Serves. • • • • 3737 Lakeport Blvd. • • • • • Klamath Falls, OR 97601 (800) 535-3936 • • • customerserviceagents@jeld-wen.corrit' ' Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute • • • • • • • • •• • • • • • • •• • Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL14569 R9 Eauiv ASTM E84 Eauivalencv Letter SS 2017-08-31.pdf linty/ \vwa.floridabuilding.orgipn'pr_app_dtl.asps?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWydhcl7CZpMvRfNIOUwxlktQ%3di 3d[12/21/20174:04:51 PM1I] Florid, Building ;ode Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 10/02/2017 10/03/2017 10/11/2017 FL # Model, Number or Name 14569.1 Contours Steel, Wood Edge Description Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Product must be installed per manufacturer instructions as stated on drawing JW0509-03 14569.2 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Certification Agency Certificate FL14569 R9 C CAC NI006255-R7 C_ertificate.odf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R9 II JW0509-03 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3392.odf Created by Independent Third Party: Yes.... Full Lite Door, Inswing, 6-Q'.it 6: 8" • • • • • • Certification Agency Certifitele • • • FL14569 R9 C CAC NIr306.':Z 12-R3 Certificate.odf• Quality Assurance Contron gxpiratioq pop • 06/30/2019 • • • • • • Installation Instructions • • • • • • • FL14569 R9 II JW0509'Cli1T$allatiolt.oe•• Verified By: Hermes Norero 743,778 • • • • Created by IndependentOANiarty: Yes • Evaluation Reports •• • • FL14569 R9 AE PER3393.odf • • • Created by Independentfhirdiarty: Yes 14569.3 Contours Steel, Wood Edge • •• • i • •, • • • • •• • •• • • ...._-...--....•.._.,.._•__.._._.�... Full Lite Door, Outswing, 6'-0" x 8'-0" • • • • : • ' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 14569.4 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R9 C CAC NI006254-R5 Certificate.pdf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R9 II JW0509-01 SS 2015-07-02.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3391.ndf Created by Independent Third Party: Yes Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6'-8" Certification Agency Certificate FL14569 R9 C CAC NI011062 N1011062._01 Cettificate.pdf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R9 II JW032012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3321.pdf Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Certification Agency Certificate FL14569 R9 C CAC N1011061-R1 Certificate..pdf hup:�iq��w.11oridabuilding.orgipr-pr_app_dtl.aspM?parain=wGEVXQwtDquxTVBiriRcYg%2MEHWIXNZWydhcl7CZpMvRIMOUwNIktQ%3d%3d[12/21/20174:04:5I PM] Florid, Building (;ode Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R9 II JW072012FL Installation,odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3322.pdf Created by Independent Third. Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 14569.7 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14.569 R9 C CAC NI011082-R1 Certificate pdf Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R9 II S-2104 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3398.pdf Created by Independent Third Party: Yes Opaque Door, Outswing, w/ or w/out Sidelites, 8'-11" x 8'-0" Certification Agency Certificate Fl14569 R9 C CAC NI011096-R1-NI011096.01- R1 Certificate.odf Quality Assurance Contract ExpiratiQli b'atQ 08/31/2019 • • • • • • • • • Installation Instructions. • • FL14569 R9 II S-2108-jl4ai. Verified By: Hermes Norgrs ,3778 • • Created by Independent Third arty: Yes Evaluation Reports •• • • •• • • • • • FI 14569 R9 AE PER3832!0cff• • • • • Created by Independent•Threlparty: Yes • • • •• • • • • • • •• • •• •• • • • • • • • • • • • • '; • ' • • • •• • • • • • • • •• • contact 114 :: 260l.tnrte Road. Tallahassee FL 32399 phone: 850-487-1824 •• • • • • • • • The State of Florida is an AA/EEO employer. Convrinht 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: eC heck Credit Card Safe secllritvMETRICs' hup.• NVW W.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg5i2fDEHW 1XNZWydhc17CZpMvRfMOUwxIktQ963d%3d[12/21/2017 4:04:51 PM] BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 August 24, 2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Jeld-Wen 3737 Lakeport Blvd. Klamath Falls, OR 97601 398 E. Dania Beach. Blvd Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com This document shall serve to state that Jeld-Wen products tested in accordance with ASTM E84-05 as per the 5th Edition Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Code. •••••• •••• • • • • The testing on the products complies with the requirements specified within the ASTM E84-1.3.statulard, 35.64 dired bar • the 6th Edition Florida Building Code. This standard is listed under Chapter 35 of the current Hone Building Code and • titled "Standard Test Method for Surface Burning Characteristics of Building Materials". •••••• •••••• • •••• •••• ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-00:;4•Iriest results meet or exceed requirements of the 6th Edition Florida Building Code. •. Respectfully submitted, ` „itlitil//i ``i/ • •-Z- : \,\. I •• .• 0 =* ;._, * = -v $T • T t X `S '/,,'9/0NAL � •NN` Digitally signed by Hermes F. Norero, P.E. ,iillll t 11110.0 Reason: I am approving this document • Date: 2017.08.31 09:51:27 -04'00' Hermes Norero, P.E. Florida Registered Professional Engineer#73778 • • • • • • • • • • •• • •• • • • • • • •• • Certification of Independence: Please note that I do not have nor will I acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed product(s). Page 1 of 1 NOTICE OF PRODUCT CERTIFICATION ERA `ZED'pR',r CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006255-R7 10/14/2005 Structural JELD-WEN 104-3 05/05/2015 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swjng Steel WOK. • • • Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glajor ODL Allen Frame and Ericia4a UItin2at Hurricane Astlragat • Configuration: XX• • • • • • • Glazing: IG-1/8" Tempgrla,'TLLss/ •.;..• Laminate-1/8" Annealed Glass/0.09q'.Sphyliga Interlaver///8" Annealed Glass • : Frame: W-1880mm(74") 4-2141 m(83") Panel: W-940mm(37") H-2007mm(79")' . DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL-210-3195-1 /SJW201 1-070/W-1556/W-1565 September 30, 2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 •••• • . • .. •. • • • •••• •••• • •••• • •••• JELD'VEN® Steel CONTOURS STEEL DOOR, WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL° INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (F8C), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING' TAS 201-94 TAS 202-94 TAS 203-94 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE 1. PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021"min) thickness. Galvanized steel A-525 commercial quality AKDQ per ASTM 620 with average minimum yield strength Fy(ave)=30627psi. Core Design: Expanded polystyrene with 1.0 to 1.251bs density. by Jeld-Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021"min) galvanized steel. The face sheets at top and bottom are bent 90' over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21" high x 1.688" wide. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed with tempered and laminated impact 1" IG. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063-T5 alloy, manufactured by Endura. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4-9/16"x 1-1/4". The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7/16 " crown x 2" long staples on each side. Glazing: ODL insulated lite is 1" overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125" annealed with .090" PVB interlayer by Solutia. All lites are sandwiched glazed into the panels. 80 3/4" MAX. FRAME HEIGHT 37 1/2" MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH 79 1/4' MAX. PANEL SINGLE OUTSWING UNIT (X) SCALE: 1/2" =1'-0" /4 MAX. UVLKALL FRAME WIDTH 36 1/2" MAX. f PANEL WIDTH W/ASTRAGAL 20 1/2 1,,,20X - .O. INACTIVELA OPP. // i� L-'ag v v v I REF ASTRAGAL BOLT ITEM # 12 DOUBLE OUTSWINC UNIT (XX) SCALE: 1/2" =1'-0" MAX. D.L.O. CO N to 79 1/4' MAX. PANEL HEIGHT ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE TABLE 1 DESIGN PRESSURE RATING APPROVEDFOR USE WHERE j/// PROTECTION FOR WATER • • • • • • •INFILINATIO• IS •EGUIFE• POSITIVE • • • • • • • • • • • 60C P • NEGATIVE - • • •• • _ _ • • • • • ••• • • • 60.6PS • SHEET# TABLE OF CONTENTS DESCRIPTION 2 TYPICAL EVCITIOA:• • • • • • • • • • • • • • VERTICAL @ROCS SECTION 8 EilLY OF MATES1IAL • • • • 3 4 5 HORIZONT9LtVOSS•SVTtNI• • • • • • • • • • OPTIONAL 1 X•BUCK lb MASONRYCONCRGTE CROSS GECTIOIeS ANCHORING LOCATIONS 6 COMPONENT DETAILS UNIT COMPONENTS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 3 - FOR VERTICAL ANCHOR IN 1X BU ttORTIM IN MASONRY/CONCRETE. SEE ` g- FF fJfrjAILS. ((s�r�i '`ir0i q/ a = iort'4(lo "EA/ , 01414 AT* I by�At1paOII�G'Dlili�S.gg �\, 3 4 :14"0IR 29578 Digitally signed by Hermes F. Norero. P.E. Reason: I am approving this document Date: 2015.02.09 11:14:04 -05'00' z O J w Q 0 z ( In0 z moo LL no cc O w0 U Q ce zz 0 0 to 0 w W 0C Q Q (Z0 ww zz 00 U U m w 0 U DATE: 6/ 18/ 13 0) Z 0 w 0 SCALE: AS NOTED DWG. BY: EAG CHK. BYES. SAFFEL DRAWING NO.: JW0509-03 SHEET 1 OF 7 MIN. EMB. SEE DETAIL A SHT. 7 SEE DETAIL G SHT. 6 INTERIOR 1 1/2" MIN. EMB. (ice VERTICAL CROSS SECTION TYP. WOOD FRAME INSTALLATION SCALE: 6" =1'-0" EXTERIOR — 1" MIN. 1/4" MAX. SHIM THK. SEE DETAIL A SHT. 7 SEE DETAIL G SHT. 6 INTERIOR •• • • • • • • • • •• • • • • •• • EXTERIOR •• • •• •• • • • • • • • —•�^•MINA•-- • • •—•1" 614 • • • • • • • VERTICAL CROSS SECTION TYP. CONCRETE INSTALLATION SCALE: 6" =1.-0" • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Item DESCRIPTION Material 1 2 3 4 5 6 7 8 SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) 4" x 4" BUTT HINGE 12GA. (.089" MIN) #9 x 1" PHILLIPS FLATHEAD WOOD SCREW #10 PHILLIPS HD SCREW WITH 1 1/2" MIN. EMBED. #10 X 2" PHILLIPS FLATHEAD WOOD SCREW #8 X 3" PHILLIPS FLATEHEAD WOOD SCREW #8X1" PHILLIPS FLAT HEAD WOOD SCREW PINE PINE STEEL STEEL STEEL STEEL STEEL STEEL 9 COMPRESSION WEATHERSTRIP (0-LON QDS-650) 11 OUTSWING THRESHOLD (ENDURA VINYL ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16" x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Go. 7/16" CROWN x 2" LONG STAPLES STEEL [_] 15 KWIKSET LOCK SERIES 400 16 KWIKSET DEADBOLT SERIES 780 STEEL STEEL 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 19 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SQL 2x WOOD BUCK WOOD 20 21 NON COMPRESSION SHIM DOW 995 SILICONE SEALANT WOOD SILICONE 22 23 1" IMPACT IG ASSEMBLY BY ODL 1/8" TEMPERED GLASS GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 26 27 28 29 30 31 32 33 34 35 LOCK BLOCK (SOLID WOOD x 12' LG) TOP RAIL (LVL) BOTTOM RAIL (25GA MIN GALVANIZED STEEL) EXPANDED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JELD-WEN) STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED) A-525 COMMERCIAL QUALITY 0.021" MIN. THICK.) ODL LITE ALLEN FRAME (ALUM 6063 TS HINGE SIDE STILE (FINGER JOINTED LVL) LATCH SIDE STILE (FINGER JOINTED LVL) #8 x 2" PHILLIPS FLATHEAD WOOD SCREW 3/16" ITW BUILDEX TAPCON WITH 1.25" MIN. EMBEDMENT OPTIONAL 1x WOOD BUCK WOOD LVL STEEL FOAM STEEL GALVANIZED ALUMINUM LVL LVL STEEL STEEL WOOD NOTES: FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE SHEET 5. FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. w O 00l- 10 00� O E-O .00 O: -J p - 03 J00 W30 V)0 SOW i-�co0 I? gz03( a PART OR ASSEMBLY: 0) N J U' w 0 r m 0 m 0 0 )n O z 0 LLI W Z 0 0 O 3 0 v 0 0 0 0 ro v) •- N z 0 a w Z 0 0 0 N 0 w m 0 z DATE: 6/1 8/13 REVISIONS SCALE AS NOTED DWG. BY. EAG CHK. Br:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 2 OF 7 1" MIN. 1" MIN 1 1/2•• MIN. _I /4" MAX. SHIM SEE DETAIL A SHEET 7 1 1/4" MIN. EMB SEE DETAIL G SHT. 6 v M W Z HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE- 6"=1"-0") 1/4" MAX. SHIM 1" MIN. MIN. SEE DETAIL A SHEET 7 HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE.- 6"=f'-0") INTERIOR EXTERIOR ' ASTRAGAL CROSS SECTION TYR 3 (SCALE: 6" =1'-0") • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 1/4" MAX.y SHIM SEE DETAIL A SHEET 7 1 1/2" MIN. MIN. HORIZONTAL CROSS SECTION TYP $POOD INSTALLATION (SCALE- 6" 1 1/4" MIN. EMB O 1/4" MAX. y SHIM SEE DETAIL A SHEET \ 1_� HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE.- 6"=1"-0") 1" MIN. 1" MIN. 1 MIN. NOTES: ASTAGAL FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS). D, LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE #8 X 3" PHILLIPS FLAT HEAD WOOD SCREWS. ID 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ITW BUILDEX TAPCON. • • FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE • • • SHEET 5. • • • • • • FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. • • 111111111/1j� OPTIONALLY, ANCHOR CAN BE PLACED )N NARROW SECTION OF`` SfFJ .r9/lONG AS MINIMUM EMBEDMENT 15 ACHIEVED. ? i * -0 . STATE 9t " LT, = 99FB'fru f•f Rl a .io29578 r3B 0 m n 1- wO > O CO 0MN rO (7)eo m E m Y W C7 p W W Z N O0CC I- O Et O O ULI -m O W p NF O O W ct to 0 bU) a PART OR ASSEMBLY: !n -J 17 Id W 6 d U co LL Z 0 H p W 2 0 0 c7 0 O U Z 0 U 0 4 CO 0 N O rb Z O (N cc W Z C7 0 r N H O W 17 U 10 4 O Z U) Z 0 Cr) W lY DATE: 6/ 18/ 13 SCALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JWO5O9-03 SHEET 3 OF 7 1/4" MAX. SHIM THK. — 1" MIN. 1" MIN. LJ SEE DETAIL A SHT. 7 iwO O 1" MIN. © e SEE DETAIL G SHT. 6 1" MIN. 1" MIN. 11310,1 ® I\II ® gliP INTERIOR II 0 1" MIN. 0 0 FYIFRIOR VERTICAL CROSS SECTION TYP OPERATING UNIT IX BUCK OPTION IN MASONRY/CONCRETE (SCALE. 6" =/'-0") " MIN. 1 1/4" MIN. EMB. 1" MIN. " MIN. I 1" MIN. CONCRETE/ MASONRY BY OTHERS 1 1/4" MIN. EMB 1" MIN 1 MIN. 1 MIN. MIN. HORIZONTAL CROSS SECTION TYP. OPERATING UNIT IX BUCK OPTION IN MASONRY/CONCRETE (SCALE 6" -1.-0") • • • • • • • •• • • • • • • SSE D•TA• A • • • O• SI£ET07 • • • •• • • • 11/4" A, • • • • • • • W1 • • • • • • • - • 1/20 MIN. EMB • • • • • • • • • • • • • • •• • • • • • • • • OPTIONAL MASONRY/eONCIiETE !NS'rALL •_ CROSS SECTION OF HEAD OR JAMB • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 /4" MAX. SHIM SEE DETAIL A SHEET 7 SEE DETAIL G SHT. 6 INTERIOR EXTERIOR OPERATING UNIT IX BUCK OPTION IN MASONRY/CONCRETE RICHT HINGE SHOWN, LEFT HINGE OPPOSITE SHOWN (SCALE- 6"=1'-0") t erES: FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & 134), SEE SHEET 5. • ® OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HVQObR1 WIAQ,AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. '�•N` c S F. N� ////( ' ()L681:HeU� �6. 44./ `ti 3.91., p,`eEdCH9IN ma g,� q 3rlD' FBPE CtPMtj. OF AUTF. S3DoC ,. T f h �)11� a N z 0 0 0 to lf) O CO 0 N O J a! 0 a 0 0 0 co 0 co Z 0 N K O 12 N W "5 0 W 0 0 z DATE: 6/ 18/ 13 z 0 15 SCALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 4 OF 7 SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 6 co 6" l— —1 6" — SEE DETAIL A SHEET 5 37 /2" ANCHORING LOCATIONS OUTSWING SINGLE UNIT (X) SCALE: 1/2" =1.-0" DETAIL A SCALE: 3" =1.-0" ALL DOOR MODELS FROM THE INTER DETAIL B TR SIDE E VIEWED SCALE: 3" =1.-0" SEE DETAIL B SHEET 6 12 1/2" TYP. SEE DETAIL E SHEET 6 ANCHORING LOCATIONS DOUBLE OUTSWINC UNIT (XX) SCALE: 1/2" =1.-0" • • ' • • • • • • • • •• • • • • •• • •• • • • •• • • • • •.• •• • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SEE DETAIL B SHEET 5 ro M 1') N co SEE DETAIL A SHEET 5 ro 70 PART OR ASSEMBLY: ) N J O 7Q) W 0 0 z O 0 W x 70 ON z 0 N W 0' a W Z 0 CD 0 U 0 0 0 0 co N z 0 W 0_ a w w C7 ro CO 7 0 0 r\ N W U m 0 z DATE: 6/ 18/ 13 In z 0 > cc scALE: AS NOTED DWG. BY: EAO CHrc. B7:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 5 OF 7 — 4 9/16" — ANCHOR EXTERIOR SIDE { EXTERIOR DETAIL A —HINGE MOUNTING DETAIL SCALE 3" =1.-0" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP DETAIL E ASTRAGAL RETAINER STRIKE PLATE FOR SILL SCALE 3" =1'-0" INTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME/MASONRY x 1-3/8" DEEP DETAIL B THROWBOLT STRIKE PLATE FOR HEAD SCALE': 3" =1'-0" •• • • • • • ry • • • DETAIL C STRIKE PLATES TO JAMBS SCALE: 3/8" =1'-0" 5/8" GLASS__ • • • • • BITE DETAIL F — ENDURA ASTRAG% • FASTENER SPACING USE Mil; PPS If 5# • • SCALE: NTS • • • • • •• • • • • •• • • • • • • • • • • • • • • • • •• •" • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DETAIL D STRIKE PLATES TO ASTRAGAL SCALE: 3/8" =1'-0" 1/2" x 1/4" CU—D SPACER X Q 1- - 5 0 DETAIL G — ODL GLAZING DETAIL ISULATED GLASS SCALE: 6" =1.-0" 1/8" TEMPERED GLASS 1/2" AIR SPACE O.090" PVB NTERLAYER BY SOLUTIA 1/8" ANNEALED 11111111111,�'' w CD 0 0 WWz N 0 0 • 0O I- O -00 Q OdW O • CO -00 W u0 0 S OW U °C) Z In a PART OR ASSEMBLY: COMPONENT DETAILS V) 0 J 0 c0a 0 W 0 r m 0 m tl Z 0 0 w N 0 esi a 0 Z 0 a_ co u) z 0 LJ a w z 0 0 0 0 U 0 0 0 0 CO N z 0 (. ) W cc -J w z 0 0 co v z 0 In ce -1 w z 0 0 0 N LJJ a Li W m O z 0 N W 5) "$TAT CD * ylO l.E 44.• ` a4R �4lornilt1�V:#°"a DATE: 6/ 18/ 13 SCALE: AS NOTED DWG. eY: EAG CHK. ev:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 6 OF 7 4 9/16" { ////// /////// / 1— 2 3/16" ' WOOD JAMB FINCERJOINTED PINE SCALE- 6" =1'-0" 2 2 13 ASTRAGAL STRIKE PLATE SCALE: 6" =1.-0" 1/16" (Min) ®BUTT HINGE 4x4x12 GA. SCALE. 1 13/16" 1 1/4"" ASTRAGAL N BOLT & LATCH n O• SUPPORT BLOCK �►1 ' % ENDURA AL ,I —9/16" 171 ®COMPRESSION WEATHERSTRIP QDS-650 SCALE: 6" —1' —0" 3 1/8" 11/16" ALUMINUM ASTRAGAL 25 LOCK BLOCK — WOOD SCALE.' 6" =1'—O" SCALE 6" =1'-0" 18" ASTRAGAL BOLT MAT.— C/R STEEL ROD 12 ZINC & YELLOW CHROMATE SCALE 6" —1-0" 3/16" C—SINK — NOTE 1—USE #10 WOOD INSTALLATION SCREW ,,yv/11 11F•D 2" MIN MBMENT WHEN INSTALLING INTO WOOD SUBSTP TE•AT MEAD &•TA1IBS. • • • • • • • 2—USE #8 x 2 1/2" PFH WOOD SCREW *HEN* INSTALLING IN.10•MULLI©N9i. • • 3—USE 3/16" ITW TAPCON ANCHOR W,41.1/4:•MI11. CMEtD: � • ••• WHEN INSTALLING INTO CONCRETE/MASONRY NUBSTRATL• AT SIJELITE SILLS. • DETAIL A — COUNTERSINK DETAIL SCALE: 1/4" =1'-0" ••• • • • • s•• • • 1 3/16" —{ •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• " OUTSWINC THRESHOLD (ENDURA) SCALE: 6" =1'-0" I I� 1 1 1 / 16 --- TOP RAIL (LVL) HINGE STILE (LVL) LATCH STILE LVL SCALE: 6" =1'-0" • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ••• • • 2 1/2" — — 1 11/16"" n n — I 1/8' 5/16" -- iFi— • l ASTRAGAL SILL %8 STRIKE PLATE -03 1 SCALE: 6" —1.-0" BOTTOM RAIL STEEL. 25GA MIN GALV. SCALE 6" =1'-0" —I 1 3/4" 1— ODL ALLEN FRAME 30 ALUMINUM 6063 T5 SCALE- 6" =1'-0" w ooF- WNZ 0 CD 0 0 0 Et 0Q-� - Wo `r)5o SOW J ocOZ (o( a PART OR ASSEMBLY: UNIT COMPONENTS 0 0 0 0 m z 0 0 W N 5) 0 z 0 U) til a O_ z Z 0 0 U 0 0 0 O Q o50 z 0 (71 W a LJ O 0 co z 0 () > W a W 0 0 N w 0 W m O z DATE: 6/ 18/ 13 cn z O_ U7 scALE: AS NOTED DWG. ev: EAG CHK. ex:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 7 OF 7 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product EN al 4' of Report JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report No 3392 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: • • • • •••• • • • • •• • •• • • • •• • • • .••• •••• • • • • •••• •••• • •• • • • • • ••• •• •••• • • • •• •• • • • 1— A (Certification) . Exterior Door Assembly •••••• • Swinging Exterior Door Assemlilies • • • • • • • Contours Steel Door, Wood Edge Wood/24 Ga. Steel 74"x 80.75" Prepared For: .l 11,.1)-WFN, inc. 3737 Lakeport 1 iv (1. Klamath h".a11s, OR. 97 i1)1 Prepared by: Hermes Norero, Florida Professional Engineer # 73778 Date: 01/26/2015 Contents: Evaluation Report Pages 1 — 5 -o o 4Dt�(pP : 4„,,7IONAL E�``•‘ Digitally signed by Hermes F. Norero, P.E. Her'ri� zero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2015.02.09 11:15:53-05'00' • • • BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Manufacturer: JELD-WEN, inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door, Wood Edge (Impact) 74" x 80.75" Scope: Limits of Use: 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, Florida Department of Business and Professional Regulation - Florida Building Commission. •••••• • • - • Hermes Norero, P.E. does not have nor will acquire financial interest in the•epeny a tarimnatacturing. or distributing the product or in any other entity involved in the approval e s•of the product • • • • named herein. ." • • •- This product has been evaluated for use in locations adhering to the current•Florftla BuAdi.Code• • See Installation Instructions JW0509-03, signed and sealed by Hermes Nor2ro• ,•P.E. (FL 1 J3JJ13) for specific use parameters. • .'• .. . .. . .• . . . 1. This product has been evaluated and is in compliance with the current Florida Building Code, including 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 not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization # QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing LaboratemA Inc. • • • • Report Date: 01/087 011 (FBC Organization # TST1589) Report #: NCTL-210-3195-1, Report #: SJW2011-070, Report Date: 06/03(ZQjl •. . . • . .. • •.•. .... . • 2. Quality Assurance ••.•.• .••••' • National Accreditation and Management Institut@ • • • • • • • • • (FBC Organization # QUA1789) •• •' "" • • • 3. Certification Agency •• National Accreditation & Management Institute, Trwt. (FBC Organization # CER1773) 4. Material Certification Miami -Dade RER — Product Control Section NOA Eastman Chemical Co. — Saflex HP Interlayer .• . • • • • . • • 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirerr 5pf the current FBC including HVHZ provisions. • •. •• • . . • . ..• . Installation: 1. Approved anchor types and substrates are as follows: . . •... •.... . . •... .... Through Frame Installation: • •• • • • A. For 2x wood buck substrate, use #10 Wood Screw type install/rim: tlichors of sufficient length to achieve a minimum embedment of 1.50" into the wdod substrata. • . . . • . • . . • ▪ . ▪ . • B. For concrete or masonry substrate where one by (1X), non-structural, woot1,I ck ng is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509-03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4