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WS-15-1995 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253321 Permit Number: WS-8-15-1995 Inspection Date: February 29, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LUNA, LUISA FERNANDA Work Classification: Window/Door Replacement Job Address: 10090 N MIAMI Avenue Miami Shores, FL 33150-1216 Phone Number (305)757-3133 Parcel Number 1131010210090 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING 10 WINDOWS,1 SLIDING GLASS DOOR Infractio Passed Comments AND 2 REGULAR DOORS INSPECTOR COMMENTS True Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-240918. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 February 29,2016 Pagel of 1 Miami Shores Village yam: s, Perr>3t 7 Winciohutrs 10050 N.E.2nd Avenue N €irk Ctass�ca .WIndowlDogr Replace . •• "' Miami Shores,FL 3313&0000 Perr�tt atu �AfPRoE# Phone: (305)795-2204 Dy �'ioscvp` � rate��'i512016Expiration: 05/23/2016 Project Address Parcel Number Applicant 10090 N MIAMI Avenue 1131010210090 Miami Shores, FL 33150-1216 Block: Lot: LUISA FERNANDA LUNA Owner Information Address Phone Cell LUISA FERNANDA LUNA 10090 N MIAMI AVE (305)757-3133 MIAMI SHORES FL 33150-1216 Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 HOME OWNER ...... ., _.-., Total Sci Feet: 0 Type of Work:REPLACING 10 WINDOWS,1 SLIDING GLA Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 DBPR Fee Invoice# WS-8-15-56648 $3.45 11/25/2015 Credit Card $261.90 $0.00 DCA Fee $3.45 Education Surcharge $2.00 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $261.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF IT: I certify thatII the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d oning. Futherm I authorize the above-named contractor to do the work stated. November 25, 2015 thorized Signat e:Owner / Applicant / Contractor / Agent Date Building Department Copy November 25,2015 1 d 616 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 AUG 1 Q 2015 .f Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 BYY: FBC 2 (� BUILDING Master Permit No. W5-F m- is- 49Q�s PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP p ^ CONTRACTOR DRAWINGS JOB ADDRESS: CL I Ve City: Miami Shores County: Miami Dade Zip: 3 C7 Folio/Parcel#: ( ( —310 I ` 02� " 000(9 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): &_S$ co �C�)���rf(� Phone#:305 A916 C4S7� Address: t®og®C W �I Qui I i Ve- 2 City: M10AY6 Jere 5 State: L Zip: 33 (Sy Tenant/Lessee Name: Phone#: Email: b0l(� yvZoon -15-51 a CONTRACTOR:Company Name: 46�� ���n Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: �y City: State: Zip: Value of Work for this Permit:$ I d e d lJ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ''"Repair/Rep® ❑ Demolition Description of Work: �e�l��s� �(7 I��"d G--AJ _S_ ( 51 I(� 4� Q10 S S Ck®L).0 GA 2_ reau�A� 000 Specify color of color thru tile: �"'� Submittal Fee$ Permit Fee$ ,13 x✓ •G'3 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) ! . Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or EN CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 10 4Naay of U-S I 20 , by _day of 20 , by who is personally known to who is personally known to me or who has produced 'b aWe- NCIs me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: r a� Notary Public State of Florida Seal: wl Sindia Alvarez � My Commission FF 156750 pf�yo'� Expires09103/2018 APPROVED BY /- Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village �,� Building Department men10050 N.E.2nd Avenue ' , oma Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: e S Sr (� 0� 0� 1(`R G11� DATE: 0 `� ADDRESS: I O O tl" PA I\a M I &1 to • MIAMI S h d' FL- 3 31 SD Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7). And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with- holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial TG 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial31 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial g r 7. 1 understand that it is frequent practices of unlicensed persons to h ve the prloperty owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her n labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sus t ined by on unlicensed person or his or employees while working on my property. My homeowner's insurance may not pro ide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage icor injuries to workers on my property. _ Initial A6 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial J-6 V 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building odes, and zoning regulations. "' 6 Initialy l� 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:l/www.mvfoddalicense.com/dbpr/aro/Cilbfiinddie—x.hhtttm,l Initial�� 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: /^ Initial v 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial�� Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and swish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of a ( ,20 1 By J1Ur7-;DM C®t-D t°✓VVW who was personally known tome or who has Produced there License orL- U1l C as identification. cQJ-uU 0 NOTARY far vowND ate of Florida :Q 169750 FFOF019 Nov 19 2015 11/17/2015 N(� $Y BY: Mr. Ismael Naranjo Attached please find the revised plans for the replacement of windows and doors for 10090 N Miami Ave. To answer your building critique we have provided the following 1. The new product approval numbers in conformance to 2014 FBC. 2. Attached we provide wind pressures for all the required openings signed by a Licensed Engineer. 3.The owners name and address has been added to all the of the sketch sheets. 4. 1 have also marked where the three egress windows are located on the sketch. Thank you, Jessica Goldman 10090 N Miami Ave Miami Shores, FL 33150 305 582 2111 JESSICA GOLDMAN SCOPE OF WORK: 10090 N MIAMI AVE MIAMI SHORES FL 33150 REPLACEMENT LAYOUT NEW WINDOWS ARE IMPACT RESISTANT MDC NOA#15-0505.29 — THICKNESS OF GLASS: 7116 I � BRAND: ��. '�"-- lov 19 2015 IT TM WINDOWS , Ift AV Z4 li top T +38.3 PSF -41.8 PSF ;``~ :..:. • 74" 36" 37--•- • 8FT •••••• �.�,. .. • '*40.5'�F' . .54.2 P.S . Lj 82" ... .. • Design wind pressure A Design WA8 prbssurr' •; • +80-90 +80-90 .. 74 +38.8 PSF -41.2 PSF Design Baa ure FRONT ELEVATION HORIZONTAL SLIDER WINDOWS REPLACEMENT OF FRONT DOOR WITH 74" X 38" WINDOW 7116 GLASS d' 37" X 38" WINDOW 7116 GLASS IMPACT RATED DOOR 36" X 82" (__ _ ��' :n; s ,c�"Vil age DESIGN PRESSURE +80 - 90 BRAND:TRINITY GLASS INT'L �� u, Eu BY DATE NO MULLION NEEDED u_u FL # FL-15255.5 NOA##1.5-0505.29 DESIGN PRESSURE +75 -75 zor��iNG D�p-r BLDG DEPT ll ' IMPACT EXTERIOR DOOR A 36 X 82, DOOR SUBJECT fOCGMPLWNCE WaH AtLFEDERAL FL # FL-15255.5 STATE AN'j CCLiNfi f AUL a AND REGU A-MONS JESSICA GOLD N SCOPE OF WORK: 10090 N MIAMI AVE MIAMI SHORES FL 33150 REPLACEMENT LAYOUT NEW WINDOWS ARE IMPACT RESISTANT MDC NOA 1.5-0505.29 THICKNESS OF GLASS: 7/16 BRAND: TM WINDOWS �,,,•- 6666.. ��' 666:6• �•.•.• 96•.i• *� 6666 • • • • '" �., a. ,® �. � � ..® awo ®. � �. .� � � 6666 .®. � �.6'i� �+�...•• ..:see 96 9 6• 66696 52" • • • •• •• .•6• •6.999 •• • • • • • • 999.6• .96.9• 37" •• 6666.. . 6666 G .. . Z4 Design wind pressure +80-90 +39.7 PSF —43.1 PSF Uj HORIZONTAL SLIDER WINDOW REAR 52" X 37" WINDOW 7/16 GLASS NO MULLION NEEDED NO CHANGE NOA## 15-0505.29 DESIGN PRESSURE: +80 —90 BRAND: TM WINDOWS SCOPE OF WORK: JESSICA GOLDMAN REPLACEMENT LAYOUT 10090 N MIAMI AVE MIAMI SHORES FL 33150 NEW WINDOWS ARE IMPACT RESISTANT MDC NOA#15-0505.29 THICKNESS OF GLASS:7/16 BRAND: TM WINDOWS NO CHANGE ...... . . - - - - - - - - - - - - - - - Z4 _ _ - _ _ - _ _ r�--_ _ _ _ _ _ _ _ •••••• • +38.7 PSF �� _ �••••• �iy�• ••.•• -42.1 PSF r - - - - - - - - - - - - - - - - - - - - - - - - --38.7—PSF- - - - - - - - - - - - - - - - —33" 42.1 PS Deslgn wird Vessm - s •�_ _ _:�. . t .•.• .•i••.• +80-90 Do 1 6 DWgnW avmur• 3 E I o-i o �•• +34.6 PSF +80-90 '' -43.11 PSF Z4 LEFT ELEVATION 10.3 IF BED ROOM EGRESS WINDOW SIDE ENTRY ALUMIUM IMPACT DOOR DOUBLE SLIDING GLASS DOOR HORIZONTAL SLIDER WINDOWS 33"X 80"THICKNESS OF GLASS 7/16 71"X 80"THICKNESS OF GLASS 7/16 53"X 38"WINDOW 7/16 GLASS NOA#15-0611.05 FL#FLA 5726—R2 66"X 44"WINDOW 7/16 GLASS DESIGN PRESSURE +80—90 DESIGN PRESSURE: +80 —90 DESIGN PRESSURE: +80 —90 BRAND:TM WINDOWS BRAND:TM WINDOWS NO MULLION NEEDED NOA# 15-0505.29 w SCOPE OF WORK: REPLACEMENT LAYOUT JESSICA GOLDMAN NEW WINDOWS ARE IMPACT RESISTANT MDC NOA#15-0505.29 10090 N MIAMI AVE MIAMI SHORES FL 33150 . , THICKNESS OF C=LASS:7116 • 6 :06000 00.060 BRAND: •..� : , . 0• TM WINDOWS DE 00.0.. �, - - - - - - - - Z4Z4 .. 0000.. _.. — _ — — — — — — p — — — _ ` • BED ROat►�66(�iRESS V�INDOOS ."' ®s • • 0000• ��.•° �`"`--�+3�.6 PSF +40.5 PSF -43.1 -43.9 PSF �` ••• • •• •+ ••0 . . . — -- _......____... .----......_....._. _ ... _........-- -0000.. .. — — oeslgn. LN 8FT - 2638" D•63^ 37" Z4. ..• 04690: 53" ,ao eo �e o.s�, 3�ess�e +no PC:F °es�"W_90 .iso-s0 -43.1 PSF +ao-so C Z4 RIGHT ELEVATION HORIZONTAL SLIDER WINDOWS +36.5 PSF -39.9 PSF 53"X 38"X 2 WINDOWS 7/16 GLASS 37"X 26"WINDOW 7/16 GLASS 106"X 63 WINDOW 7/16 GLASS DESIGN PRESSURE +80 -90 NO MULLION NEEDED NOA#15-0505.29 WINDOW I�®III ��I I��I I�� ALL WINDOWS t0 BE IMPACT TYPE JESSICA GOLDMAN W I N�l W 1 4 U 10090 N MIAMI AVE MIAMI SHORES,FL, 33150 CALCULATED WMD PRESSW�S — ------ — MARK WIDTH HIECaHT TYPE GLASS zoo Poe wxs RI=MARKS NOA ® 14' 383/8' HR TINTED 4 38B 422 15-050529 © 31' 383/8' HR TINTED 5 405 542 15-050529 © 1061/a' 63' HR TINTED 4 365 39.9 15-0505213 OD 53' 383/8' HR TINTED 4 39.6 43.1 EGRESS TYPE g BEDROOMS 15-050529 O 31' 26' HR OBS 4 405 43.9 CAT II SAFETY GLASS 15-050529 44' HR TINTED 4 38.1 42.1 15-050529 :...:• @52' 383/8' HR TINTED 4 39.1 43.1 15e+ 2�29 • • .' e e *cocoa . s o•oe• • • Ocoee* •••e•O • s• ee•oe DOOR SC DUB ALL DOORS W/GLAZING TO JESSICA GpLtr:4N •� HAVE IMPACT TYPE GLASS 10090 N MIAMI AVE ...... ••••• MIAMI SHORES Ff , 33150 �e�•e •• • e eO• • * SIZETYPE MAT'L FRAME T'HOLD HRDW DOOR REMARKS NOA w H T STYLE ONE 4 I 3'-0' 6'-10' 13/4' SC MTL CLAD WOOD ALUM a 4 PANEL ZCALCUL ONE wND PRE83U1� FL-152555 ON£ /+383 f/-41.8 f 2 2'-8' 6'-10' 13/4' SC MTL CLAD WOOD ALUM a 4 PANEL +g 4/ ig°wfn—zfasuRE 15-0611.05 3 2-3'-0' 6'-8' 13/8FRENCH AL/GL ALUM ALUM a, ONGLE CAT 11 SAFETY GLASS,CALCULATED FL-15126-R2 g LITE WND PREM ZONE 4/+369 f/-409 paf a - DEA05OLT d PASSAGE LOCIGSET d - PRIVACY LOCKSET g = FLUSH BOLT ® INACTIVE LEAF b - DEAD50LT e - BY MANUFACTURER h • AUTO CLOSER G - PASSAGE LOCKSET f - EXISTING * � MecaWind Std v2 ® 2o6 . 1 per ASCE 7v1 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 10/22/2015 Project No. Company Name William Plasencia, R.A. Designed By WP Address 7700 N Kendall Dr #506 Description Partial window/door replacemen City Miami Customer Name : Jessica Goldman State F1 Proj Location 10090 N Miami Ave, Miami Shore File Location: C:\Documents and Settings\William Plasencia\My Documents\Clients\Active\Luisa \Goldman.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) 176.00 mph Structural Category III Exposure Category = C Natural Frequency N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Sm 0.65 Cc 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg h: Mean Roof Ht = 10.88 ft Type of Roof = HIPPED RHt: Ridge Ht = 12.50 ft Eht: Eave Height = 9.25 ft OH: Roof Overhang at Eave= 2.67 ft Overhead Type = Overhang Bldg Length Along Ridge = 43.40 ft Bldg Width Across Ridge= 26.00 ft Length of Hipped Ridge = 13.66 ft Roof Slope on Hip End = 12.33 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lam)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient - +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 34.33 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1212.86 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 43.4 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -Gc�pi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.77 -8.41 Side Walls -0.70 -26.61 -14.25 Wall Elev Rz Rat Cp qz Press Press Total __________________P{_ *00 ••: • psE• •rGLpi•rGcpi +/-GCpi • • ---t------•--Y•'-i'-i-Z_•0-�---------------- Windward 9.25 0.8-5•1.00:0X80- :r..43:%-.1%.29.52 37.94 •• ••• •• • • • •• Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ----------------------- - i • -•:i----- i-ii ---moi- i--------------__----- Windward - Min Cp • • • -O.i3 -25.73 13.37 Windward - Max Cp •• i • i•• • -0.4 3 -9.97 2.39 Leeward Norm to Ridge ••• • •.• •• ••-0.2* -20.48 -8.12 Hipped End (.00 to 5.44 ft) • • -0.490 -32.44 -20.08 ••• • • • • Or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 000 Hipped End (5.44 to 10.88 ft) -0.90 -32.44 -20.08 Hipped End (10.88 to 21.75 ft) -0.50 -20.77 -8.41 Hipped End (21.75 to 31.34 ft) -0.30 -14.93 -2.57 Overhang Top (Windward) -0.67 -19.55 -19.55 Overhang Top (Leeward) -0.49 -14.30 -14.30 Overhang Top (Side Wall) (.00 to 5.44 ft) -0.90 -26.26 -26.26 Overhang Top (Side Wall) (5.44 to 10.88 ft) -0.90 -26.26 -26.26 Overhang Top (Side Wall) (10.88 to 21.75 ft) -0.50 -14.59 -14.59 Overhang Top (21.75 to 26.00 ft) -0.30 -8.75 -8.75 Overhang Bottom Side (Windward only) 0.80 23.34 23.34 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Hipped ends considered as parallel to ridge for all theta. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 14.0 Deg, h/1= 0.25 Note (7) No internal pressure considered (GCpi = 0) for Overhang Note (8) Overhang bottom based upon windward wall Cp and GCpi - 0. MWFRS-Wall Pressures for Wind Normal to 26 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +moi (Psf) -GCpi (Psf) --------------- ------ ----------- ----------- Leeward Wall -0.37 -16.86 -4.51 Side Walls -0.70 -26.61 -14.25 Wall Elev R$ Rat Cp qe Press Press Total ft paf +GgPi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 12.50 0.85 1.00 0.80 34.33 17.17 29.52 34.03 Windward 9.25 0.85 1.00 0.80 34.33 17.17 29.52 34.03 Roof - Dist from Windward Edge cp Pressure Pressure +GCpi(psf)-GCpi(Psf) ---------------------------------------------------------------- Roof: 0.0 ft to 5.4 ft -0.90 -32.44 -20.08 Roof: 5.4 ft to 10.9 £t -0.90 -32.44 -20.08 Roof: 10.9 ft to 21.8 ft -0.50 -20.77 -8.41 Roof: 21.8 ft to 48.7 ft -0.30 -14.93 -2.57 OH Top 0.0 ft to 5.4 ft -0.90 -38.62 -38.62 OH Top 5.4 ft to 10.9 ft -0.90 -38.62 -38.62 OH Top 10.9 ft to 21.8 ft -0.50 -26.95 -26.95 OH Top 21.8 ft to 48.7 ft -0.30 -21.11 -21.11 Notes - Along Ridge Note (1) OH = Overhang, no internal pressure considered for Overhang (GCpi=0) Note (2) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.25 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GOP psf pef ------------------------------------------------------------------------------- Door #1 3.34 6.83 22.8 4 0.94 -1.04 38.34 -41.77 Door #2 3.00 6.67 20.0 4 0.95 -1.05 38.68 -42.12 Door #3 6.00 6.67 40.0 4 0.89 -0.99 36.86 -40.29 Window A 6.16 3.16 19.5 4 0.95 -1.05 38.76 -42.19 Window B 3.08 3.16 9.7 5 1.00 -1.40 40.51 -54.24 Window C 8.83 5.25 46.4 4 0.88 -0.98 36.47 -39.90 Window D 4.12 °3°•16; �4. °g ° Q 97••1.07 39.63 -43.06 Window E A08 2.16 ••6. i i i.* -1.10 40.51 -43.94 Window F 5.9; 5:68; 0. ••Q 95•-1.05 38.65 -42.09 Window G 4a i4 •x•16 •63. • D. We-1.08 39.68 -43.11 Exist Opng 1 3.08 3.16 9.7 4 1.00 -1.10 40.51 -43.94 Exist Opng 2 3.08 2.16 6.7 4 1.00 -1.10 40.51 -43.94 Exist Opng 3 8.0g. 8.83 •10.65 0.85 -1.10 35.36 -43.95 • • • • • • • Khcc:Comp. & Clad. Table 6-3•qv}ae : • :°• • - = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd ••0 :• • • •• •• •• = 34.33 psf • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • opgo I MfAM MAH-DADE,COUNTY =a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) t I M SRI 26 Ste,Room 208 HOARD AND CODE ADM1MTRATION DWISION T(786)315-2390 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ► �@ T.&L yWindom LLCp�,,a 193 lie Powerline Road Pompano Bweh,n 33069 SCOPE: This NOA is ging issued under the applicable rules and replations governing the use of construction triaterials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by dee Authority Having Jurisdiction(AHI). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(in Miami—Dada County)and/or the AHJ(in areas other than Miami—Dale County)reserve the right to have this product or material tested for quality assurance purposm If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI eery immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: (DESCRIPTION:Series"8050 Aluminum Horizeutal Rolling Window--L.M.I. APPROVAL ROCUML'NT:Drawing No.WQ41,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.L),sheets 1 through 7 of 7,dated W/19/08,with revision E dated 03/16115,prepared by Al-Farooq Corporation,signed and scaled by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance member and expiration date by the Miami--Dade County Product Control Section. bhss E IMPACT RATING:Large and Small missile Impact Resistant IIADELING: Each unit shall bear a permanent label with the manufacttmWs name or logo, city, state, modellseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been tio'change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur aft the expiration date or if there has been a revision or change in the materials, use,andfor manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEwNT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECnON: A copy of this 4n*Ar jC;J:s%4 j�ravtded to the user by the manufacturer or its distributors and shall be available foes' na�tl�j1�f site gt the request of the Building Official. This NOA revises NOA013-010?'. $and consfsts of tflis pike 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was Anted tt1VRalcf iel P .E. .. . . . . . . . . ® ® F�12 NOA No.15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 Page I • • • ••• • • T.M.Windows LLC NOT= A C • EYID CE S D A. DRAWINGS I. Manufacturer's die drawings and sections. (Subrnffied ander NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (LM-I-r, sheets 1 through 7 of 7,dated 09/19/08,with revision L dated 03/16/15,prepared by Al-Farooq Corporation,signed and scaled by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Taft Laboratory, Inc.,Test Report No. FTL-5945,dated 07/31/09,signed and sear by Julio E.Gonzalez,P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202.94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 b)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI,,-5457,dated 01/22/08,signed and sealed by Carlos S.Rionda,P.E. (Subm/tted under NOA No. 09-0105.02) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBG,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram.of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI-5459,dated 01/17/08,signed and sealed by Michael R.Wenzel,P.E. (Subta ted under NOA No. 09-0105 02) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... .. ... ... ... • Manuel V0014 P.E. •• • . • • • • • • Product ContC mlacr ••• NOA No.15-0505-29 Expiration Date: May 13,2019 ... ... Approval Date: August 132015 . . . . . . . . . . . .. .. . . . •. .. ... . . . ... 0 0 T.M.Windows LLC NOTICE OIC ACCP, `ANH ; EVIDENCE SUBMITTED Q TESTS(commurs) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Larp Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. TTL-3995,dated 11/13/03,signed and sealed by Edmundo Largacspada,P.E. (Submitted under NOA No. 04-0120.01) S. Test reports on: 1)Air Infiltration Tcst,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Tei,per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory, Inc.,Test Report No.F"%6,dated 11/04/03,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with IBC-516 Edition(2014)and of no financial interest dated 03/16115 and revised on 08/07/15, prepared by Al-Famoq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas@(Clear and White)Glass Interlayer:"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to]Eastman Chemical Company (MA) for their"Satlex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 3. Notice of Acccecptaa 11o: 04126.20.#cued to AUnex USA,Inc. for their"UvekoI S Laminated.Gins Ijqej*je�Jaded 02/20114,expiring on 02108/19. .. ... .. . . . .. • • Manuel P PX. •• product CanE Iger • •• • • •• •• •• •• NOA No. 05.29 E*ratlon Date: May 13,2019 ... ... Approval Date: August 13 2015 . . .. . . . . . . . . . . . .. .. . . . .. .. T.M.Windows LLC N10TICF.OF ACCEP'T'ANCE: EVIDENCE SUBMIT'TIi;D F. STATEMENTS 1. Statement letter of conformance, complying with FBC-S* Edition (2014), and of no financial interest,dated March 26, 2015,issued by Al-Farooq Corporation,signed and sealed by raved Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945,issued by Fenestration Testing Laboratory,Inc.,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E (Submitted under NOA#l091110.02) 3. Laboratory compliance letter for Test Report No. 457, issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NDA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.F17,5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21/08,signed and seated by Michael R.Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No.FTL-3946 and FT1,3995,issued by Fenestration Testing,Laboratory,Inc.,dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No 04-0120.01) G. 0► RS 1. Notice of Acceptance No. 14-0107.08,issued to T.M.Window LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I.,approved on 02/20/14 and expiring on 05/13/10. .. ... . . . . . .. AOA . .. . . . . ... . .. ... .. . . . .. . ... .. nuel P••• ••. •.. . MaP.lr. •• Pr0{1tICt Control • tnlner • •• • • • .• •• ••• NOA No 1540505.29 Expiration Date. May 13,2019 ... . . . ... . Approval Date: August 13 2015 . . . . . . . . . . ... . . . ... . . 3/16- ANN. GLASS 3/16- HEAT STREN'D CLASS 080- Intefloyer .090. 1 Saflex Clear And Color Class Kuroray Sen In By 'Eastman Ctwnfcal Co. By 'Kuroroy An a tca, Inc.' 3/16' ANN. GLASS 3/16- HEAT STREN'D CLASS SILICONE SILICONE GE RGS7700 GE ROSS7700 DOW CORNING 995 DOW CORNING 995 13 tl V 13 11 I: 1: AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES WIDER THAN 36. ONLY W1KR THAN 38. ONLY 7/16. OVERALL GLASS 7/18" OVERALL. GLASS 1/v TEMP. GLASS 3/16- HEAL' STREN-0 CLASS 3/18- ANN. GLASS 1/4" AIR SPACE .120n I Steer .120" Sterloyer 1/8- ANN. CLASS . .090" Intedw By 'Annex USA, Inc.' By 'Allnex USA. Inc.' Sollex Clear e By 'Eastman 3/16- HEAT STREN°D CLASS 3/16- ANN. CLASS 1/8" ANN CGSILICONE7700 CE SILICONE G£ RG LOW CORNS 895 DOW CORNING 993 2 DOW C 1 .I t ITC AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES g AT 1/4 POI WIDER THAN 3L3 ONLY 2 WIDER THAN 36 ONLY ME c 1/2. OVERALL GLASS 1/2. OVERALL GLASS 11/18. OVERALL INSUL. GLAS GLAZING„ OPTION SERIES 805 ALUMINUM HORIZONTAL BOLLING M DESIGN LOAD RATINGS FOR THESE WP QV*-TA q.Aq P.Ej .•' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CHARTS SHOWN ON SHEETS 1 & 2. • •• • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCU • .. ••• 14URRICW ZONE (HVHZ). APPROVAL APPLIES TO SINGLE UNITS WR 1161 BY SIdE ••' WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROF COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER LOADS TO TELE STRUCTURE. MIAMI—DADE COUNTY APPR'D WINDL 6"G I-SPADE =MN' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN t APPROVED MULLIONS IN BETWEEN. -.. : . :.. : . : EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND Wj LOUVER DESIGN PRESSURE FROM W"p"-OR ILyXU(3a APP$IOVAC' ANCHORING OR LOADING COMMONS NOT SHOWN IN WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL. ... . . . . ... A LOAD DURATION INCREASE IS USED IN DESIGN OF • ••• ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND . . . . . . . . . . . .. .. . . . .. .. ••• • ••• • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/ME COME INTO CONTACT WITH OTHER DISSIMILAR MATERIA drnl mprucu m nr Tier rI nine sin m Wawa. MnF ADDL. ANCHOR REOD. FOR RMALLATIONS KM WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY 111111* . WINDOW WIDTH 10 1/4" 8" MAX. 9 3/8" FALSE MUNTINSHFAD\SILL MAX. MAX (SURFACE BAPPLIED)E USED A 3 AT FIX CITE HEAO\S1LL HEAD ILLS 3 AT VENT CORNERS ! 1 rDN C li it B BB PI it tl C = IB ��IB I IL— It !t —JL la II If II Ir Ij . ® II tB 11 11 I 3 1• � Ir .1 ,I lilt i I I 32 7/8` 33 1/2" 32 7/8" as D.L. OPG. O.L. OPG. O.L OPG. •. tQi 37 6/8" 37 5/8" VENT W1OTH VENT WIDTH ICOX SIZES TYPICAL ELI MAIC MUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMAU.ER GLASS TYPE 'A' !rim TYP2 'B' G!ASS TYPS 'L`' I GLASS TYPE 'E' EXT.(+) iNT.(—) EXT4+) INT(--}I EXT.(+) 1NT.(—) I EXT.(+) 1 11NT.(—) 80.0 90.0 90.0 1 130.0 1 90.0 90.0 1 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LMt MAX. LOADS TO 180.0 PSF. .• . . V. • 0.0 N01 • GLA • . . • . . . . . BAS ••• • • • •.• • • AIN[ DEC TYPICAL ANCHORS SEE ELEV. 1B FOR SPAt3NG A V1100D EillCK � 44 -« 'a ° $.adt a+ e� •- • a #10 X 3/8" PH SMS t a 2 PER CLQ tt4 V E ai A ' s WLONG INO LOAD CLIP it i jj it i j it i t it I i! r SEALANTS; ! r ALL FRAME AND VENT JOINTS r t t I StUCONE OR ACRYLIC SEALANT iI it 6�+ t lu W1 = 1-1/4- X 1/4- WEEPH AT 4-7/8" FROM EACF it 't j W2 = 1-1/4" X 1/4" WEEP!- i !i AT 4-7/8" FROM EACF ! ! ! ! W3 = 2" LONG WEEP NOTCH it jl W4 = 1" LONG WEEP NOTCH 19 j ii s 21 �2 11 12" LONG SILL CLI' A 7 3 6 W3 6 W4 •. s•• • 1 •• I ti.• .. 4 • NA4 • d•�' ••. •• ...%.'t `t TYPICAL ANCHOR 14 SEE ELEV. F ° I ¢ e E i•• • t • • 1i0IIr SPAYING • TYPICAL ANC ' • c • • • • • •9• •'g w 2 r 1�1 Wa • • i i•i i i • i ° 3 PER CLIP • •• •• • • • •• •• EDGE DIST. ••• • • • ••• • • EDGE OIS1: 1/4- SHIM 9S MAX. VEItiT WIDTH 1$ � METAL 1 4 t y B S[RUCrURE 19 - - 19 t 7- :REDM OPT. ------- -- - TWICAL ANCHORS 9 16 SEE El". 4 D.L.O. FOR SPACING EXTERIOR WIilm WIDTH XO LAYOUT OX OPPOSITE 1/4' SHIM WENT WIDTH WOOD BUCK OR STRUCTURE his ' --SCREENS OPT. --- - - - D.L.Q. T1fpm ANCHORS Sm o"• EXTERIOR FOR SPACING WINDOW wim XOX LAYOUT MIAMI—DADE C6 APPR.D MIL •• ••• • • • • • •• SEE SEPARATE • •�• •• ••• •Y• ••• • • •• • • • •• • • • • • • • • • •• • • •• •• •• ••• • • • • ••• • • • • • • • • • • • • to • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDI I/4" SHIM MAX VENT WIDTH 18 METAL 1 4 g g EI STRUCTURE Ell ---- --WREE61S OPT. -------- TYPICAL ----TYPICAL ANCHORSti s SEE EIEV 4 D.I.O. FOR SPACING EXTERI0R WINDOW WIDTH XO LAYOUT OX OPPOSITE VENT WiOTH ti._.✓ 1 ja" SHIa� p "A I of WOOD EEK OR SmCrURE t jY r„ -GREENS D.L.O. TYPICAL. ANCHORS SEE U". EXTERIOR FOR SPACING WINDOW WIDTH XO�.X I�,YQUT MIAMI-DADE C( APPR.O MI .. ... .. SEE SEPARATE .. ... .. . . . .. . ..• .. ... ... ... .. . . . . . . . . WINDOW VA01 . .. . . .. .. .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1.375 1.000 .a82 .062 -T 1.879 .�....�. 250 2.437 1.425 1'g` ti apa 14 WIND LOAD CLIP 1.500 1.x30 TOP & BOTTOM RAN. 1.000 FRAME HEAD 1.750 1.000 F.054t 1.460 .125-JR .077 2.201 1;r 1.376 MTG. STILE REINF. .313 563 .085 1.000 • 7 S00 1.420 2.312 � .1073- SILL 1073SILL TRACK JAMB STILE .125 1.000 1.071 2312 18 FIX. STILE REINF. .062 Z55 1.255 ,VP. 1.286-� 2.373 .929 1.375 1.0w 0 1.546 S49 1-1 1.235 11 SILL. CUP ADAPTER 1 J50 .062 ,.408 MEETING STILE 12 VENT LATCH 2.312 2.312 .089 .a5a .43: 3 270 2708 1r4 0 t- .602 . 1.719 437 1t000 .237 1.375 1.0�1.237 ,- .082 TYP. 1.7� 1.780 13 1.84, 9 FIXED STILE {SPRING LATCH) FIXED STILE (SWEEP LATCH) FRAME SILL TOP .:.,..,.764- 3.089 •. ... • .. A37 . .. . • • . .•. . •• ••• • .062 • • • .082 T'fP. yea, 062 2.628 '. :� •�• •� •�• 1.919 .002 3,042 • . 31283 • 3.168 .082 •: •• • : • • • : :• 3.042 T1fP. •• • • • • 1.858 Gq� �t� Ll RtPp�L//��E}/G� .163 .yigiy •: AS•:• : : FtEQ J. 3.089 •:�:�7I:a • • • •• •• .875 0 FRAME SILL BASE n4 FRAME JAMB - VENT l 5 l FRAME JAMB - FIXED 27 SILL RI! =2) 12Y 1 IN PH. SMS. (2) EWS ASSEIA , EAAME TOP CORNER (4) /t2 x 1 1/4" PM. SMS. VENT TOP CORAIER @LY SCREWS , , •• ••• • • • • • 1 I • • • •.• • • • • •• • • • • EMMEE SDIMM_CORNER •' '• 0' ((2) #1O@LY x - -- ) SEM 0:0 • • • ••• BOTTOM CORNER • • • • • • • • • • • •• •• • • • •• •• HEAD ANCHORS �u CLUSTER OF 4 OR 6 AT STILE ENDS SEE CHART ON SHEET 3 O 24'MAX FOR CAPACITY HEAD p q HEAD ANCHORS f a 3' O v TYR ®w ✓) 220 3/8' IL DOOR WIDTH A 0 t .4 a 6'MAX. 0 z ��z HEAD/SILL {� Io m O a O w m CORNERS .` � ®a Q Q 0 a b O Q W�LL m I D i% n ii E ii ii F 0 n �x �C it T i' / % %� � �d • m lJ J v mm a13 83 01 0 t� n d. � ••• v o A II D • • n Q g Q 0.00 D • • •:•6 M •• LJ it ii 640060 • • I� II v U •�'� •• g •••• • 41, '� (na�Q►R • •0606• • Dm •• • • • • • im aD •• •• ••• C, Zi�i :• 46 t/B• ae 1/6• �T" ••••••'j`�' • i' ;z FALSE MUN71N • • Ani • OPTIONAL D.L. OPG. D.L. OPG. •SINGLE ROW DOABLE ROO �Ol�� •• 56 1/8� JAMB ANCHORS JAMB ANCHO"•• PAN0.WIDTH 56 1/8' 24'MAX. • 6 • o: PANEL WIDTH SILL •••• 6 • • • g .... (.... (.... SILL ANCHORS •• • y THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. IN o SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVATION r- SERIES-390 ALUMINUM SLIDING GLASS DOOR 2 TRACK cws7AN.oF�a m AT STILE ENDS .a DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT 3'O.C. SHOWN ON SHEET 3 & 3.1. cm w n O 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER 0 R REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC °c<m HURRICANE ZONE (HVHZ). PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. a WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 8-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND LOADS TO THE STRUCTURE. wPRWIDEDN xejsHE DOES NOF THIS TDEVIATEFROM THE CONDITIONS T BASED ON�IS PRODUCT EVALUATION °° �, � J, 'o aJ ..... i ON THIS DOCUMENT. `° �t•1j,CPJ7ayp•., I ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS m EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. c-THIS EDByPRODUCT EVALUATION DOCUMENT wlu.BE CONSIDERED Rrvauo IF N0.70692 ti ALTERED BY ANY MEANS. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 0-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED NOT PART OF THIS APPROVAL ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD IF O.R.) - v FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER .. �= 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ItTGW1TT AO. ENGINEER TO THE PX D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE 109 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SPECIFIC DRAWINGS FOR REVIEW. '�ej�• mQp•' W12-31 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE E-THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF $;q, REQUIREMENTS OF THE FLORIDA BLDG. CODE. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. /./FON X777°° heet of 3 3 HEAD ANCHORS CLUSTER OF 4 OR B ey AT STILE ENDS N I SEE CHART ON SHEET 3 ^Y a 24"LW FOR CAPACITY N F Z j HEAD ®� cp • ••• ••• ••• ( ••• HEAD ANCHORS Q� m f TYP. 0 toi 297 3/8' y� 0 u DOOR WIDTH ' mGt mly 0 t n Al _ � W m8 �0WM8 0 pm S 0Wp�_ 4,za_ G F1 QW�� D D E D D i• i• �, i, j, j �' •-pg� m o • r •� • ••• • U 2 J-! ••000• • N V) • .0000 • • a • • • •0000 9"m �I • 61 0000 • a'iCR •_ 0000•• •• •• o ;4o • Z ••••00 0t•• Inj r•�� • 43 3/B' 43 3/B' q0•••• • yea D.L. OPG. D.L. • • •OPG. SINGLIE ROW • DOUBM ROW • • 51 3/8' N JAMS ANCHO S JAMB 0NCMOM PANEL WIDTH 57 3/B' 2' 3' 24'MAX • • • • • PANEL WIDTH N TYP. SILL •• • • •• 1 • •• SILL ANCHORS O TYPICAL ELEVATION m 3 TRACK FRAMES SHOWN SILL ANCHORS a 4 TRACK FRAMES SIMILAR CLUSTER OF 4 AT STILE ENDS c• AT 3'O.C. 0o c01 a ++++111@111p11p1�1//' O ��•+yCEtdSR• 1 � 8 � • Ef^ draw0 F '�/j®NAD-1+++++ sheet 2 of13 DESIGN LOAD CAPACITY - PSF L LIGHT REINF. ra M GLASS'GW k'GU N CLUSTER OF 4 ANCHORS Z 3 3/16'HEAT STREN'D GLASS AMEMMPANG DDDR H]GIiT AT STILE ENDS Q 090"Interlayer axis Nall EXT.(+) IM.(-) F• Soflex Clear And Color Glass 36 70.0 70.0 O o R'Eastman Chemical Co.' 42 70.0 70.0 G W LI 090"Interlayer 48 80 70.0 70.0 If DuPont Butocite PV8 54 70.0 70.0 By 'E.I. DuPont De Nemours& Co., Inc.' 60 70.0 70.0 ~ O 3/16"HEAT STREN'D GLASS 36 70.0 70.0 a m 42 70.0 70.0 C a.Q •+ g 48 70.0 70.0 a! GE ci 32 I GE RGS 7700 7D.D SILICONE 7D.D Q W i.LL N 36 70.0 70.0 {L Z W 42 90 70.0 70.0 t Y M a 48 70.0n W i o 36 70.0O ZZ iii! 42 98 70.0 JL48 70.0 • • ac GLASS TYPE '136' • • • •� • 7/16"OVERALL LAMINATED GLASS •••• t • • M m •••:•• • z (3 •! • •••••• • N 40 a • ALJ Q8 0 0 1/4"TEMP. GLASS LIGHT REINF. 000000 ••••• O i-I l�+ �i • 3/8"AIR SPACE AVERAGE PANEL WIDTH DOOR 0000 • O'ir e DOOR WIDc Z NUMBER OF PANELS 000000 • •• n i�i$ • 3/18"HEAT STREN'D GLASS •••••• ••••• -02 • 090" Interlayer 000000 • y (a n. Safiex Clear And Color Glass ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE • • • BR'Eastman Chemical Co.' FOR DOORS WITH 3-1/2"SILL HEIGHTS. • • • •O • FOR 2-3/4"SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF •••• D90" Interlayer • • • • • DuPont Butacite PVB FOR 1-3/4"SILL HEIGHT DMR EXT.(+) LOADS TO 34.7 PSF • • • Old•0• By'E.I. DuPont De Nemours & Co.. Inc.' SEE SHEET 4 FOR DETAILS •• • • •• • W 3/16'HEAT STREN'D GLASS ••••c a 6 z m r- 2 f ,^ In m Dai SILICONE '~ a u GE RGS 7700 m n 4 II d l bim >3 4 0 � a m 0 9A o a O ```1111111 (Tff7' % ®IPS• '�o, GLASS TYPE 'G6A' 1-1/16"OVERALL INSUL LAM. GLASS e[p,70592 y "' NOTE: 0 Jj GLASS CAPACITIES ON THIS SHEET ARE % q�''•, BD �F aye drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) %iC`"AND FLORIDA BUILDING COMMISSIONAg+;AZOR10w;; 'OF` W12-3 DECLARATORY STATEMENT DCA05 DEC-219 ���7�®®��0 11111L11 sheet3,1of13 3/16"HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS DESIGN LOAD CAPACITY - PSF jBy yer 4By yer LIGHT REINF. HEAVY RRINF. So exAnd Color GlassAnd Color Glass GLASS'CC,'CE'&'G4'GLASS'GI','C2'&'C4' GLASS'G3'&'GS' N Chemical Co.' Chemical Co.' EAT STREN'D GLASSAT STREN'D GLASS AVERAGE CUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS Z m j PANEL 1YD1H DOOR HFGFIf AT STILE ENDS AT STILE ENDS AT STILE ENDS AT STILE ENDS O 9 -I - exxts Dem EXT.(+) INT.(-) EXT.(+) INT.(-) EM.(+) INT.(-) EXT.(+) INT.(-) SILICONESILICONE t0 GE RGS 7700 10 36 80.0 80.D 6D.0 60.0 80.0 95.0 80.0 95.0 GE RGS 7700 pp \ 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 O48 so 60.0 80.0 60.0 80.0 B0.0 95.0 80.0 95.0 �54 60.0 60.0 60.0 60.0B0.0 95.0 80.0 95.0 A: SO.D BO.o 6D.0 60.0 B0.0 90.5 80.0 95.088 80.0 B0.0 60.0 80.0 80.0 87.6 60.0 95.0 aOLu M 36 60.0 60.0 6D.0 60.0 B0.0 95.0 80.D 95.0 O 1 Q p 42 60.0 60.0 60.0 60.0 BD.O 95.0 80.0 95.0 O W Ore C 46 84 60.0 80.0 60.0 80.0 80.0 94.4 80.0 95.0 Q W N LL GLASS TYPE 'G1' GLASS TYPE 'G2' 54 60.0 60.0 6D.0 60.0 80.0 88.3 50.0 95.0 IL z�a Sa 7/16"OVERALL LAMINATED GLASS 9/16"OVERALL LAMINATED GLASS 60 60.0 60.0 60.0 60.0 BO.0 83.9 80.0 95.D Q Z N 3 36 60.0 60.0 6D.o 60.0 BO.0 95.0 80.0 95.0 w.i 1/4"HEAT STREN'D GLASS 42 80 Bo.O 60.0 60.0 60.0 BO.0 93.B 80.0 95.0 as so.o eo.o so.o 60.0 ao.o ss.s so.o 95.0 � m D a Interlayer 54 60.0 60.0 6D.0 60.0 79.9 79.9 BO.D 95.0 -3 DuPont SuPontlas By'E.I. DuPont De Nemours&Co.. Inc.' 36 60.0 80.0 60.0 60.0 80.0 94.4 80.0 •95.0 10 42 96 60.0 60.0 60.0 80.0 BO.0 84.1 80.0 •0 02y%r •• 1/4"HEAT STREN'D CLASS -ta i m 48 60.0 80.0 80.0 60.0 76.5 •76.5• •BO.O 95.0 O m • SILICONE 54 60.0 60.0 60.0 60.0 70.9 D. 80.0 v M • ro GE RGS 770D 36 - - 60.0 60.0 6D.0 •Oft* •SO.D •60.0 OA L) •+'� •• U Z ri m lily 42 702 - - 6D.0 60.0 60.0 60.0 60.0 c • 46 - - 60.0 60.0 60.0 60.0 60.0 60.0 ti (n �}R •• iwQQ • 80.0 60.0 60.0 • 0. 60.0 j O N ta] 35 42 1DB - - 6D.0 60.0 60.0 �• BD.O •60.0 0�6 • rt z 48 - - 60.0 80.0 6D.0 80.0 60,0 Z O` • n �z C84TER-a 6 APPLICAult••• �3 �r •• AT OJJo�I66 w 0 0 • GLASS TYPE 'G3' cly Lo�•4 TYPICAL AT SILL H I--'a • • • • • •• 9/16"OVERALL LAMINATED GLASS ••••• • • • • 1/4"TEMP. GLASS 1/4"TEMP. GLASS •• • • •• • LIGHT REINF. HEAVY REINF. • • 11 3/8"AIR SPACE 3/B"AIR SPACE ••to AVERAGE PANEL WIDTH a DOOR WIDTH N `2 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS NUMBER OF PANELS r a 090"Interlayer 090"Interlayer 01 Saflex Clear And Color Glass DuPont SentryGloa ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE m Ely'Eastman Chemical Co.' By'E.I. DuPont De Nemours& Co., Inc.' FOR DOORS WITH 3-1/2"SILL HEIGHTS, .a 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS FOR 2-3/4"SILL HEIGHT UMIT EXT.(+) LOADS TO 60.0 PSF Ls. FOR 1-3/4"SILL HEIGHT LIMR EXT.(+) LOADS TO 34.7 PSF c z m z Oyy M SEE SHEET 4 FOR DETAILS 0 p g SILICONE SILICONE m U 2 GE RGS 7700 m 2 I GE RGS 7700 I \\ o � 9A � o RA � _� nb.7069'! NOTE: = 0 GLASS CAPACITIES ON THIS SHEET ARE '•, 8Ti. �F 0� drawing no. GLASS TYPE 'G4' GLASS TYPE 'G5' BASED ON ASTM E1300-09 (3 SEC. GUSTS) % • FtoT•o�. ® 12_ 1-1/16"OVERALL INSUL LAM. GLASS 1-1/16"OVERALL INSUL. LAM. GLASS DECLARATORYSTATEMENTSTATEMENT DCA05�DEC-219 �'���YONA�1 �\\\ she/t 3 a3 3 g g f0y' M o- N Z W % L N OX(SHOWN) XO 0 0 0 XX C W m v O N o- •o .o o- �2>M 0u¢o -- ----- 0 0y ro r 7-- zljfca�-'--'-OXO (SHOWN) XXX (SHOWN) W y $N oxx OXX _m ffi xxo xxo Q W x ► O v o o- b g g g g g g • � � __ o- a •s .o • • b OXXO(SHOWN) ril^� ril��li i- • M X (SHOWN) �.JI_ �y�j•`iR•:•• iii• XXX XXXXXX Z •� • y •i APPROVED CONFIGURATIOC-U NS APPROVED GDNFIRATIONS •••• • MOP— • � ;rriU � • NON—POCKETED DooRs TWO (2) TRACK FRAMES .NON—PocKETED DooRs THREE (3) TRACK FRAMES •••i•• �i•i• o a`g` Zf i• •ii••i • w oo • g g g g •• • • •• • e e e o- • i O XXXX(SHOWN) OXXX - --- --- -►�J--x---- m XXXO .a fs. c m� .5 o yy pp\\\®\\II tri'' NID o- o- a e •o i OXXXXXXO (SHOWN) E (—D L (a z (a Zi"] �I—� _ • $ XXXXXXXX � •'••. STl� rF ti� drawing no. APPROVED CONFIGURATIONS �si��•.FIORiC�`.• �®�� W12-31 .NON—POCKETED Doo Rs FOUR (4) TRACK FRAMES �����/i AL\ \pp sheet 4 of Oi `a Z m g 0 F J PX (SHOWN) L XP PXXX(SHOWN) o o XXXP 0 W U Y F ? 0 a LL 0 p .I'i M' --- 00.4 a PXX(SHOWN) 0 dl m G XXP mg g;LL ro 2•-_ gg pp � rym� yJ� it �i O al jV a o- a •e •e Uj PXXP(SHOWN) PXXXXXXP (SHOWN)Lil • • ••• •» •• o � • -- PXXXXP(SHOWN) -- •••••• i••• n 30N $ •• •••• • p.-•o• • APPROVED CONFGURATIONS APPROVED CONFIGURATIONS •••••• • • rn Z 3 a •• POCKETED IGU Rs TATO (2) TRACK FRAMES PocKErEo DooRs THREE (3) TRACK FRAg r••• ••s• , ;'i •• X00_ • ••�••• • H to IL --- ••cp b b a in u --- 'A PXXXX(SHOWN) XXXXP c m 0 8 B @ ? $ 9 0 o- a o- a ♦ e e e i `aee PD 'o ❑ PXXXXXXXXP (SHOWN) O �� ''•,. 8'D �F �� drawing no. c?,. W 12-31 APPROVED CONFGURATIONS ���� e`` POCKETED Doorts FOUR (4) TRACK FRAMES rrunu��� sneet 5 of 13 TYPICAL ANCHORS [] IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS rig IN PAIRS w IN PAIRS IN PAIRS 1 WOOD BUCK SEE ELEV. FOR SPACING 2 SEE E FOR SPACING SEE ELEV. FOR SPACING Z N EDGE DIST. 2 1/2' m �i METAL / a. -.a. ° STAGGEREQ 8 STRUCTURES o e° ° OO �p m U M WQ 39 to iY V C '14 O 39 0 IL ANCHOR ACCESS HOLES O LL�JJJ q TO BE COVERED WITH ul p PLASTIC CAP 2 y 17 j F.B.C.APPR'D MUWON p SEE SEPARATE APPROVAL Q m 1 II h h h Il O WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WOW. = m I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. uLi • 1 II II I III r••• to m 1 II it II I-I • • • n �I II II • • • M •• • TYPICAL ANCHORS: SEE 0". FOR SPACING •• • 1 rn$ II II I Ii I I 0000 M • 0 II II i it 1/4" DIA. ULTRACON BY 'ELCO° (Fu-177 KSI,Fy-155 KSI) 0 4 0:•0 • ea* •• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •••••• • o s • Irr 1-1/2" MIN. PENETRATION INTO WOOD =moi tnaCog •• v v ii p iI li 0000ca • 2.2 • = o THRU 1 BY BUCKS INTO CONC. OR MASONRY • O 0000 0 !••• N n d 1-3/8" MIN. EMBED INTO CONC. OR MASONRY o z " •• w i III II II •4•••• • • 3 • a p 1 III r II DIRECTLY INTO CONC. OR MASONRY • • • • 1 }+Z a I••� I i r i •• •• ••• •• W � II I it 1-3/8" MIN. EMBED INTO CONC. OR MASONRYto � �o� • III i -1 •4•••• • w 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRs) • • • �' ~ a • W yI INTO METAL STRUCTURES • • • •• STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) • • •••• • • 1 ii I II ii ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •4•• • • :0 0 i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 • j I�I II�I •a(p III 014 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) C\l o INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") c q (NO SHIM SPACE) m © j TYPICAL EDGE DISTANCE ►a INTO CONCRETE AND MASONRY = 2-1/2" MIN. a STANDARD INTO WOOD STRUCTURE = 1" MIN. cc g INTO METAL STRUCTURE = 3/4" MIN. m >3 2A a WOOD AT HEAD.SILL OR JAMBS SG = 0.55 MIN. a CONCRETE AT HEAD. SILL OR JAMBS f'o = 3000 PSI MIN. ` ,a`��11u11 rryrrT N C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ..:.. °si q��BE HIGH STRENGTH GROUT `� JSF.'•• A CU d' DIST. . I° e. fc 5000 PSI MIN. y ° NOT BY T.M.WDW. WEEPHOLES• Ido 70592 _ $ MUST TRANSFER SHEAR _ LOADS TO STRUCTURE SHIMS OPTIONAL W1 = (6) 1" WEEP NOTCH AT EACH END OF SILL ° W2 - (6) 1" WEEP NOTCH AT EACH END OF SILL drawing no. SEE KICAL EV. FORRSPACING . '•...... ''• W12-31 �o� TWO (2) TRACK DOOR DETAILS ����/��®�II%%71�`�� sheet 6 of 13 t z 0 � ZJZ 6L IL N a o U ®W d 0 0� a C M 0. ®n¢o � 0 (L W IA to J (m(yy pJ Q W i r F O • , n Sol ise • • • St • •• • •••• 4� �� • • O M cgoo • o J •••••• •••• •=i Na=o •• II II I 1 •••• • j -It • II I� I 11 II II II •••••• • • Q� �"� • U U 1 II I� II •••••• •••• � .�� r •• • � w I I I I I Z a v • _ _ � •••••• • � X00 • d p I SEAL WITH • • • cp O• ••• Va SILICONE • •••• a W i 4 • ••• • ••• F 1 • • k I •• • • W 1 14 N ••• r HPI r\f N O 1 .1 cc HI-PROFILE I 38 5 La 33 a �o 2A TE] !y n » 15 a W F1nHP I N ``11111111111//// O e , °HIGH STRENGTH GROUP LIMIT MAX. LIMIT MAX. OMIT MAX. �� IS •F•'' i !d, E . f c -5000 PSI MIN. EXT.(+)LOADS EXT.(+) LOADS EXT.(+) LOADS n \� NOT BY T.M.WOW. TO 34.7 PSF TO 60.0 PSF TO 80.0 PSF n9D.70592 MUST TRANSFER SHEAR I� LOADS TO STRUCTURE *' 9 '1 v SHIMS OPTIONAL O •'•• 8D �F �� TYPICALRSm drowg no. SEE ELM FOR PACING ��i��+'•�CRID�•.•: W12-31 TWO (2) TRACK DOOR DETAILS TYPICAL ANCHORS %ft U IN SINGLE OR DOUBLE ROWS to of SEE ELEV. FOR SPACING SHIMS TD.L.D. HT R g 36 g 2a HEAVY REINF. IL LIG EINF. I F � 0 6 .......................... ......................... ......... .............. paao.............. 0 ca 0 7 33 3A D.L.O. EXTERIOR PANEL WIDTH 0 li 00 00*4 eto DOOR VADTH *0 10 ViBy 000000 0 00 WOOD BUCKS 0 TYW.AL ANCHORS 00** to m yob IN SINGLE OR DWAIN COWS -7 0 SEE'aV.SF =GG • 0 o OR 1/4*MAX. gZ 000 SHIMS10 1/4"MAX. 14*O, 0 SHIMS SHIMS z foe 0 0 METAL • 0 STRUCTURE • 0 4 00 33 5 c\2 0 L 4 .4 33 LL W Aw Tm DOOR WIDTH • mug TYPICAL ANCHORS TYPICAL ANCHORS ro 3— IN SINGLE OR DOUBLE ROWS IN SINGLE OR DOUBLE ROWS t I i SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING fi ———— O Ism W12-31 TWO (2) TRACK DOOR DETAILS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING I 1 BY EDGE DIST. 2 1/2' WOOD BUCK ZO m j SlAGGEJI? Zf cr�Q J °a a m � 21 d OW L) a� 18 �C LL 08 v 33 f 0 G 39 0 Al o�;� 4 Q W y LL 17 1 LL2:� m a W I F 1 I it i �i 1 ii 1 O 1 i 0 1 I A 1 II II — 1 I II I II II II II 11 0000 4 67-1 I I i I • • C ••,`1,00 l II II 11 1111 : • • • 1 I II II II II II II 00 • • W I I I 1 I I I I I I I I •••• � � � • C II III I I I� II I� 0000•• • �� O iI I1 it iI II 1111 000000 • X- V • • N I II II II II III � ���+`• •• 0000 1••• Q= I 4h _Ih i hll • • to • � = 0 � y I I I I I I 0000 • = ON 1 • c ddZ �W' 0000•• • • a+ 0 o' Qz� • a w i ili �I �I�I •• ••• ••i• •0• 1 uu • O I I11 IIj Ij li 000:0• � �OOv • Iii 1 II II 11 i • • rn has a•� •�• 1 •••• II II 1.I. II II • II a II 11 • • • • ••• I 11 II I I �I II ••0 • • • • I I I- I • I it jl I I i 11 •• 11 II II III 1 II II I I I II 1 11 I I II Ij � O_ 1 4 ro� 17 1 30 a STANDARD 01 $ 28 a ° Yttltll T1",iyj O °.a POURED&HARDENED a 1' HIn GH STRENGTH GROUT �`:'Ylb'F''• Ye 5000 PSI MIN. EDGE DIST. ° 2-1�°° a° NOT BY T.M.WDW. Ida.70592 �, $ TAGGERED MUST TRANSFER SHEAR ' __ t E LOADS TO STRUCTURE TYPICAL ANCHORS � ••.• sv .�F �� drawing no. AT STILE ENDS TYPICAL ANCHORS is AZOp,: ® �� SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING THREE (3) TRACK DOOR DETAILS �,�gq+''•••... S9`�� W12-31 FOUR (4) TRACK DOOR SIMILAR ����/�,ii®���t ��� snaet g of13 TYPICAL ANCHORS ; IN SINGLE OR DOUBLE ROWS F1 SEE ELEV. FOR SPACING n 1/4 MAX. N m SHIMS S 11 28 10 � W N U _-_ C) a Vo M C)IL x N� O Q W;LL m TYPICAL ANCHORS Q W AT 14'O.C. - ry LIMIT MAX. LOADS TO t60 PSF O ' � m • J ' 0000 1'MIN. •• • 0000 O�O �i • Stt EDGE DIST. •••••• • n� •• G OD D E ...:•. ' z :j .: O 8 O O 0000 • �>• • 24 • • ••0• em=u o • ONQ 1 0IF 0 __ _ ••000• • •• � ZP 00 000 Zn w • - - •• • y f • ............................. . ...................... ............ T o ••• t - --- • • • u 36 0 0 - --- c g m m� 24 5 S EXTERIOR --------- ------------ ----------- c m� 16 16 19 .E C>3 ```1�1p1q111111//jY,' O s�\ ............ FL #15726 Ido.mNt _ is : •'•.. BT! �F eye drawing no. At THREE (3) TRACK DOOR DETAILS �'�,,g+'' OR1D�''Ia®��� W12-31 FOUR (4) TRACK DOOR SIMILAR ITEM PART 8 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS V 4, 1A TM-347 1 2 TRACK FRAME HEAD 6063-TB 1B TM-333 1 3 TRACK FRAME HEAD 6063-T6 - _N 1C TM-336 1 4 TRACK FRAME HEAD 6063-TS - Z ; 2A TM-331 1 2 TRACK FRAME SILL 5053-TS n 2B TM-334 1 3 TRACK FRAME SILL 6063-TS 2C TM-337 1 4 TRACK FRAME SILL 6083-T6 - p p 3A TM-332 2 2 TRACK FRAME JAMB 6063-T6 - C W m C7 38 j TM-335 2 j 3 TRACK FRAME JAMB 6063-T6 - p 3C TM-338 2 4 TRACK FRAME JAMB 6063-T6 - Q�j 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL 8063-T6 - V p 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 8083-TB - C 0 m 5 TM-322 1 PANEL JAMB STILE 6063-TS - 0 P 6 TM-323 AS READ. STD.INNER INTERLOCK 8063-T6 - y•0 7 TM-324 AS READ. STD.OUTER INTERLOCK 6053-T6 - W>LL N LL W uj 8 TM-325 AS READ. ASTRAGAL STILE 6063-TB - -tiNon 9 TM-327 4/PANEL GLAZING BEAD(LAM. GLASS) 6063-TB - Q w ei"t Lj 9A TM-326 4/PANEL GLAZING BEAD(IAM. INSUL GLASS) 6063-T6 - C-- 10 10 TM-348 1/FIX. PANEL FDC. PANEL CUP BD83-TS - 11 TM-349 AS READ. FIX. PANEL CUP COVER 6063-T6 - • ; c m 12 TM-339 2 JAMB COVER 8083-T6 - • :••• � ••m} :• 13 TM-347 AS REOD. POCKET WOR HOOK 6063-TB - • 14 TM-341 AS READ. 2'SILL RISER 6083-T6 - •••• • yy 14A TM-342 AS READ. 2-3/4'SILL RISER 6063-TB - f••• pg •• 14B TM-343 AS REQD. 3-1/2'SILL RISER 6063-T6 - •••••• • U MM�JJ` 15A TM-350 AS REQD. 2-3/4'SILL RISER 8083-T6 - •••••• • z U ••i •• 156 TM-351 AS REQD. 3-1/2'SILL RISER 6063-T6 - •••• • JJ Q c J�• • 16 TM-340 AS REQD. SILL ANCHOR COVER 8083-TB - •••••• ••• iii N= o • 17 TM-354 AS REQD. SCREEN TOP&BOTTOM RAIL 6083-TS - • 18 TM-355 AS REQD. SCREEN STILE 6063-TS - • • • • Z n • 19 TM-357 AS REQD. OXXD SCREEN STILE 6063-76 - •• •• ••• a ;T • 20 TM-356 AS REQD. 0X0 SCREEN ADAPTER 6063-T6 - •••••• • Z f v • 21 TM-344 AS REQD. FRAME HEAD SCREEN ADAPTER(3&4 TRACKS) 6063-TS - • • • :093 •1• 22 TM-345 AS REQD. FRAME SILL SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - • • •••• 23 TM-346 AS REQD. FRAME JAMB SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - • • • •• 24 TM-328 AS REQD. HOLLOW STIFFENER 6083-T6 - •••• • • • 25 TM-329 AS REQD. SOLID STIFFENER 6063-TB - • •• 28 - - - - - 27 #10 X 3/4' AS REQD. FRAME ASSEMBLY SCREWS ST.STEEL PH P SMS R cQ O 28 g12 X 1' 2/CORNER PANEL ASSEMBLY SCREWS ST.STEEL FH SMS HS 29 #10 X 1' AS REQD. FIX. PANEL SCREWS,AT 8'FROM ENDS&24'O.C.MAX. ST.STEEL FPF SMS/TM 30 - 2/PANEL ROLLER ASSEMBLY - HSTD 4 m 31 - - MORTISE HOOK LOCK - FASCO a 32 E7DB18KN1020 4/LTTE GLAZING GASKET(7/16'LAM. GLASS) VINYL ULTRAFAB 32A W32007 4/LITE GLAZING GASKET(9/16'LAM. GLASS) VINYL AMESBURY SEALANTS: •=' 326 w32011 a/LITE GLAZING GASKET(INsuL LAM.GLASS) VINYL AMESBURYFRAME AND PANEL CORNERS AND INSTALLATION SCREWS S 33 21315 AS REQD. FIN SEAL PILE WSTRIPPING - ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALANT. @°c a 33A 33371 AS REOD. FIN SEAL PILE WSTRIPPING - ULTRAFAB 0 34 - AS REQD. BULB WSTRIPPING VINYL 35 - 2/LITE SETTING BLOCK,S/16'X 1/2'X 2'LONG EPDM LAMATEK `°°m�Q';66�gJ`"''' SR.,•• �� m 35A - 2/LTTE SETTING BLDCK, 1/8'X 1/2'X 2'LONG EPDM LAMATEK 36 - AS REQD. SELF ADHESIVE PILE PAD(1-3/4'X 3'X 3/47 WOOL ULTRAFAB Ma 7m 37 - AS REQD. SELF ADHESIVE PILE PAD(1'X 2-7/16'X 1/27 WOOL ULTRAFAB 38 - AS REQD. SELF ADHESIVE PILE PAD(1-5/0'X 2-7/16'X 1/27 WOOL ULTWA13 �M �` O 39 - AS REOD. SELF ADHESIVE PILE PAD(1/8'X 2-7/16'X 3/47 WOOL ULTRAFAS : ,•'•.. 8D .+F >y� drawing no. 40 - - - - - ;�� FtoRtoR•• ®�� �''�"fill A�L �O° W12-31 t 2103 3 ��5.152- �{ 6.500 -y 8.598 1.269 $ rr 078-- 078 .076 fl.JU't�� I Ir I� A I n 1.299 N 1.259 �7 7.289 . ❑7267 -1 . 6 . 897 1.336 .124 1.23 w.831 ,124 1.823 1.267 1.267 .124 1.823 O w to 2 TRACK FRAME HEAD ,6 3 TRACK FRAME HEAD 1C 4 TRACK FRAME HEAD 7.823 e 5.389 6.693 8.791 5.546 1.23 6.419 ,078 1.623 8.517 O w .080 ,060 .125 fI Q a Q G .9'p42Wf -i- .942 .942 .078 N m .768 1 �2 -2 T- .078 Z N u 5.742 O W ® 2 TRACK FRAME SILL 2e 3 TRACK FRAME SILL 2G 4 TRACK FRAME SILL 3.062--1 • m 2.000 1 1.407 38 3C �i '�E 7,284 2 TRACK FRAME JAMB T CK FRAME JANE OAK FRAM?JAMB Q ••� •• 1.573 LTJ 1jI 0 .249 •• • • g t�0 y • •••• H z.00aL o7a •••••• • �.. •• 3.062 .078 3.895 4.� I .10D a_ 050 .125 .897 *See**••s•• • z W 1� •• 2.089 4.000 of ••7f'7�: •••• 1.761 .079 ® PANEL JAMB STILE 7c SILL ANCHOR COVER 1.677 I I tsa7 .725 •••s • �F c=i •• I -II 1.327 .094 O N 1 ••• .575310 1.885-"{ • •• - 0- -I A �- 2.441 1.900 .312 •• •. •. I ;T'• �i ••• 1.296 062 .552 7 Z a • ® PANEL TOP & BOTTOM RAIL © ASTRAGAL ADAPTER 650 ••+ '71 • m 0 ••• 4.000- GLAZING BEAD ,2 JAMB COVER 24 HOLLOW STIFFENER SOLID STIFFENER POCKET&DOOR 4HOOK (TRIMMED) •• .078 O LAMINATED GLASS .750 .750 • • • • 4 • 'g- .130-^t .310 .75D4.812-moi •• 1.490 I .o7a 1.923 .078 1.29 .6621 .078 2.752 •078 0 1.752 3.502 .D94 2.426 u •893 .078 3.062 GLAZING BEAD .693 662 m m ® LAM. INSUL GLASS •23 a.. DO O STD. INNER INTERLOCK 1774 3.140 B 7.062 r 15 0 m oma 4000 9882 1 077 1-3/4" SILL RISER ty 2-3/4" SILL RISER 756 3-1/2" SILL RISER ,3 POCKET DOOR HOOK o B .374 N� I I `1111111111//// O 2.049 1.923 t0 FIX. PANEL CUP .09a .094VOENSF'••'• �% m LLAt.a96 094 2.672 702 3.422 - s 1.825 --Lr387 .693 .893 �i 1.407 k- .D78 �- 1•. 9 3.062--moi .o50 � .693 ., �F �� drowin�g no. ® t, ,4 �., �•.!2orxo�.• ®�; W12-31 BOTTOM RAIL (HIGH PROFILE) 0 STD. OUTER INTERLOCK FIX. PANEL CLIP COVER 1-3/4" SILL RISER ,na 2-3/4" SILL RISER 146 3-1/2" SILL RISER FL #15726 ////1111111111 sheet 12 of 11 2B V. U 2� N O � ZZJ Q �j�. 0w y W O 04 Ell1 Q W 91 • W-1 o • • r FRAME TOP CORNER ••• •• • UJ 0 • Z JQSol 0•• • p J • PANEL TOP/BOTTOM CORNERfee* • 24O F 000 •••••• : •• Z,- m •• 21 • • • • • F0 d•� ••• 2� ••• Q • • • • • ••• • •• / C I o I- r .a w m" .W o� LH n10 70592 m FRAME BOTTOM CORNER O "Mils 15 : '•.. SD*�R •'�� drawing no. MIAMI-MWOE (&pj��'q MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miarnk Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA wwwmiamldad*.ny/-e-e*n*m T.M.Windows,LLC. 1543 N.PowerUne Road, Pompano Reach,FL 33069 SCOPE: This NOA is being LISSUCd under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the,High Velocity Hurricane Zone. DESCRIPTION: Series-249 Aluminum Outswing Doors w/wo Sidelites-L.M.T. APPROVAL DOCUMENT:Drawing No.Wll-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (LALLY',shoots I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IwAcT RATING:Large missile impact Resistant Limitation: 1. Soo sheet 4 for Single door w/SHW and sheet I for single or double Door Design Pressure(DP)rating Vs glass typo and/or threshold types(Exterior(+)water limit) 2. See sheet§for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold".Lower DP rating of Doors or Sidelites shall control when combined together.Max total frame area of alternate unit shall not exceed 125.84 f12 tested frame area. 3. See glazing options in sheet 2. Insulated laminated glazing Type Al and BI are limited up to 30'above grade. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and them has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or proem.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for teiVinitign jui#repoyaLof KOA- ADVERTISEMENT.- The NOA number p;uedeJ+1�4 . ;�j -Dade followed 40 Apmt County, Florida, and fo)l w by the expiration date maybe displayed in ad;qirkjitOrAufe.-ItagypMion ofthe NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shat!W providad to ths me*by the manufacturer or its distributors and shall be available for inspection at the job;#j at the jejaqst�tip 13ildijj Official. This NOA revises&renews NOA#12-0108.18 And ftbistl`bf thit liagi I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed byjs�aq t rlipPA&X.E. • NOA No. 15-0611.05 ...RS29—KOYM Expiration Date: April 21,2021 Approval Date: October 08,2015 Page 1 .1 9710 M M M-Win M,LLC. NOTICEOF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No.W11-03 Rev D,tided"Scries-249 Alum Out-swing Door w/Sidelites (L.M.L)",sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0208.14/# 11-0218.05) 1. Test reports on: 1)Air Infiltration Test per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS-201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites(samples A-1 thru F-1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A.Causo,P.E. and signed and sealed by reviewing engineer Marlin D.Brinson,P.E. Note:This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab,Inc.,signed and sealed by reviewing engineer Marlin D.Brinson,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51h Edition),prepared by Al Farooq Corporation,dated 06/01/15 and last revised on SEP 03, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,W&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.(Former E.I. DuPont DeNemours&Co.,Inc.for the"Sentry Glass 0(Clear and White)Glass Interlayers",expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of no financial interest,prepared by At Farooq Corporation,dated 04/24115,signed and sealed by Javad ,Ahmad,P.E. 2. Lab compliance as part cefthe 0 0 *cj(t 0 oV4 rdcretk test report. G. OTHER • I. This NOA revises #1 renews NOA 12-0208.14,expiring on April 21,2021. 2. Test proposal#10-0017,date#-QlAWl 0 apd o-pail test revision dated Oct 06,2010 approved by BCC6.: : . :- : %haq L ChRnda,PT.— Product Control Examiner NOA No.15-0611.05 Expiration Date. April 21,2021 Approval Date: October OS,2015 E-1 41 7/8" f'F7AA4E ViiDTH 8" MAX. 15• MAX. HEAD/SILL HEAD/SILL CORNERST] &.;-� 1 II I 1 II t I ' C I II I /yT � � J 23 T II / II LOCK OPTIONS I ► -" 1 OR 2 - .- SEE SHEET 5 � II .QLASS D.L.O. DIMS. t� D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20°)/2 30. DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 3.250" D.L. OPG. DOOR LEAF WIDTH (XX DOORS) = (FRAME WIDTH - 2.750")/2 38 5/$• LEAF WIDTH SERIFS-24- ALUMINUM FRENCILDOOR 11 SIDELITEs APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. ( x ) SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. SINGLR LEAFTHIS , I}t0 REQUIREMENTS OF THE FLORIDA BUILDING COUCT HAS BEEN DESIGNED AND DEI•INCL�J�fOLI*q •1® rj* HURRICANE ZONE (HVHZ). •• •** •• • ' • • 113Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS ••• •• ••• ••• ••• CSO EMBEDMENTTOBASE MATBE AS ERIAL SHALL BESPACED A ONO'WALE NG�OIQRSMCO. p+ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SI NOT PART OF THIS APPROVAL. ... . . • ... • . A LOAD DURATION INCREASE IS USED IN DESIGN OFHOR6 IiTOtjOt ONLY. ALL SHIMS TO BE HIGH IMPACT, LOAD BEARINd.AX ft-! MpAJSjIb&.* MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE HEAD/SILL ANCHORS AT STILE ENDS 166 1/4- MAX. (8) AT 3. O.C. �m TESTED FRAME WIDTH 1 1/4- MAX 1 1/4- MAX 41 7/8- 80- MAX. SIOELITE FRAME WIDTH XX DOOR FRAME WI SIDEL 6° IMAX. 3- 15- MAX. CORNL Tom. HEAD/SILL 1 ' a � t II HINGE OPTIOAS SEE SHEET/5 i Al t ---=t =- m La �OCK OPTION 2 i y p \SEE SHEET 5 i i / 2i t___../ T \ I It \ I G B (1 INACTIVEACTIVE r 30" 3p" 28 7/8" D.L. OPG. D.L. OPG. D.L. OPG. 38 5/8- 38 1/8- LEAF WIDTH 38 5/8- LEAF WIDTH LEAF WIDTH I IYPICA,L-ELDLEV,_ATiON 00 • • • • • . • • • f oxxo • • • . • . • • TH PANEL Ski Eat ' • ••• •• ••• •• .•• •j Ll2E OPTION "WT-TH DOOR .. . . . . . . . . .. . . .• .. .. MAX. FRAME AREA NOT TO EXCEED 125.84 SCS. FT. PER FBC 2014 . . . . . . . . . . ... . . . ... . . HERO/SILL. ANCHORS AT STILE ENDS (6) AT 3" O.C. 166 1/4" MAX. FRAME WIDTH 46 5/16" E W1 6- MAX, 3" XX DOOR FRAM HERO/SILL TVP. 15" MAX. CORNERS HEAD/SILL P� u HINGE OPT106S SEE SHEEP 5 Al n ® 1pOPTION 5 SE n I INACTIVE ACTIVE i 41 5/8" 30" 29 7/8" _.. D.L. OPG. D.L, OPG. 01. OPG. 46 3/6" 38 5/8- SIDELITE WIDTH LEAF WIDTH 38 5/8- LEAF WIDTH •• ••• .00-TYPICAL ELEVATION •. • •• •..• • •. ( OXXO . . . ... • .. ..... .. . . .. D E 0: :0 0 - JOPTION WITH DOOR ••• • . • • ... . MAJ. [W% NPT TO EXCEED 125.84 SO. Ff. PER FBC 2014 . . . A. •. s• • • • .• •• . , 41 7/8- IS- MAX. D.L. OPG. (FIXED)- HEAD/SILL HEAD/SILL 6A�l CORNERS VI-40 10 1/2- HEAD HE co LOCK OPTIONS I OR 2-x- 09 SEE SHEET 5 . � 14 0 20 7/8 SILL 28 7 VENT VADTH ACTIVE D.L. OPG. T.M. SINGLE HUNG WIND01 —80 PSF * EXT(+) Dm WITH | -UPICAL ELEVATION ( x ) FOR DESIGN L0tb6KAP4CIjYeSWpM 590 ° ° °° ° ° ° ° ° °° ° ~ ~ ~° ° � -- ° °° ° ° ° ° ° ° ° ° ° °° ° ° °° °° °° °°° ° ° ° ° ° °°° ° ° ° ° °°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° °° ° ° ° °° = °°~ ° ° ° °°° ° ° ^ ' FRAME WIDTH. "WE WIDTH TYPICAL ANCHORS EDGE DIST. FOR ELEVATIONS I BY WOOD BUCK FOR SPACING EDGE DIST..—� (SEE NOTE SHEET 1) ALTERNATE a o;a ► ra 1 1 ANCHOR;LOCATION d A® » y a ;► ►p ° 'tea• Y 16 TYPICAL ANCHORS S£E ELEVATIONS B FOR SPACING t/2" MIN. -FLUS4 BOLT OR SHOT BOLT PENE TRATION 1 I 1 1 � i 4 2 I I k J � OR 18 6 i 2` MIN. 29 OR FLUSH LT OR SHOOT BOLT 19 PENETRATION 15 t6 28 2 G7 I 1 S�4L ALTERNATE y.;«.ar.3/8" X 3/8, • o WEEPS q. . ••. • • '�i. i i q v 1/2 FROM q' ••• '' • • • ° s0 ° TYPICAL ANCHORS SILL ENDS ° TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS ECCE DIST. SEE ELEVATIONS •.. . • loft NOW . - FAR SPACING HIGH THF!' ••• STANDARD THRI_SHOLO APPR'D FOR WAd% RESI • • •• •• APPR'D FOR !NATER RESISTANCE LIMIT MAX. EXT +) LOADS TO 900.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF LIMIT MAX. EXT((+) LOADS TO 80.0 PSF (DOUBLE DOOR} , 3J8. MAX. SHIM METAL STRUCTURE — ACTIVE LEAF TYPICAL ANCHORS i6 SEE ELW FOR SPACING 16 EXTERIOR D.L. OPG. 38-^5/8" MAX. LEAF VAOTH 41-7/8" MIA). LOCK OPTIONS 9 OR 2 DOOR FRAME WIDTH AT SINGLE DOORS OPTION I SHOWN SHEET S FOR DESCRIPTION 3/e" 11X.• � OE FLUSH 80LTS AT TOP & BOTTOM TYPICAL ANCHORS . . IN-ACTIVE LEAF SEE ELEV. FOR SPACING 18 a' g 18 >77 LEAF WIDTH BUTT HINGES T. • • • • • • • • • 80" mu. • •• • • • • ••• • DOOR FRAME 0 •• ••• •• • • • •• • ••• •• ••• ••• ••• • • • • • •• • • :60 • • • • • •• • • •• •• •• ••• • • • • ••• • • • • • • • • • • • • •• •• • ••• •• ••• • •• •• ••• • • TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE EDGE DIST. FOR SPACING ANCHOR LOCATION 3A _ } ALTERNATE '' •.� ® A a I ANMOR.,LOCATION • il.a � 26 16 #10 % 3/4° PF AT 6" FROM EN 7 1 ` AND 24" O.C. A 16 6 L FRAME JAMB SHIM . :1 i H 1 #101 X 3/4° AT 6 FROM i 1 3 AND 24° O.0 Gvz TYPICAL ANCHORS SEE ELEV, i FOR SPACING 1 . W � IB ` � •�04'.�d � 21 ® J . ran] � I> 6 OR OR 19 18 @) 7 tj 167 2 •:• • • ®• ALTERNATE 2 • • • in • u III WEEP$ ° ® •i .ti• b • •9• •• • v.» _v v ,•°, � 1/2" FROhd v'` �3t! �.• ' ' ' • r. a .. :• °,• • v. . 'v. o SILL ENDS • • �• • S • v• e v : ca EICKA TYPICAL SFS• • � EDGE DIST. .:• ••••• FOR SPACING � EDGE DIST. SEE EL£ FOR SPA TYPICAL ANCHORS DIRECT W EDGE DIST. SEE ELEVATIONS r FOR SPACING W � I Z5 35 I I SH11( { f TYPICAL ANCHORS " !•° SEE ELEV, FOR SPACING � ` °• 25 I f II t� r•d• e I .a E 1 ( I Ft j DIRECT t 26 . f t t i tt i i 36 ' 5 • f EDGE DIST. •• � GiMI•V • • • Fm !Ffipp • • • • • •• •• • • ••• •• •• 4.000 t.750- --1.1112 f.060 .093 y r .062 1 .625 T 1.750 L2.375 1.15 1.843 J k+-.332 FRAME HEAD .090 37 PANEL GLAZING BEAD TM-099 8.250 TM-155A La.1a5 .082 .125 0.310 GW 37858 0.572 CENTER HINGE 4.000 1.262 2.125 SIDELITI -1 1_1.125 -1 o.248 1.750 0.572!al GW 37889-A DOOR BOTTOM RAIL OUTER HINGE 19 TM-29236 DOOR JAMB/SIDEUTE FRAME HINGE PIN BA5499 1.750-1. 1-.062 28 .625 .093 1 1.750 681 .625 T 4.000 -.062 4.090 L.093 HINGE CAP .2 X 1/20 DOOR HINGE STILE PHO sms 29 TM-32995 oil .562 4.659 1 2.000 .093 1 "-;7 =3.681= 0 DOOR TOP/BOTTOM RAIL o II TM-32994 3.500 7.689 .625 2.040 00 1.750 L- .09 II o 1.574 2.000 -015 .375 L 14.000f�� 2A261- • I•VCV6 STILE BLITT HINGE WEATHER-STRIP ADAPTER Gla-318261--4.659 .093 Ir • 1,287 • .D•t411 .1 L 1.750 1.554 -100 - Ji5 .125 1,799 2.011 �.779 Y't'Sbi / • 1 2 26 2A 3 s 3A i 38 4 At 1'r 4A 6 v ® 1� 7 8 8A 9 10 t 21 11 t 12 15 18 16A ESME TOP CORNER 168 SIDELITE CORNER 17 19 20 21 22 23 25 26 28 29 30 31 35 35A DOORL—QF CORNER 37 3s 39 as .. . . . .. .. . . . . . . . . . .. . . .. .. .. ... . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . COALA' pn-Rnu rnmscsa aesrr pass rnsasus-sa / TYPICAL ANCHORS ESE 015T. FOR ELEVATIONSA FBIi SPACING ALTERNATE e 61 b a •a is r-► � i I 1 I i 16 6 10 X 1-1/2" €`H SMS SEE ELEVATIONS FOR SPACING cti ct ci 4 17. ra B1 x oao 4. o x + � 2 s. I I I I '. 8 OR a i8 a .• • • • • .• • . . • 1w C1 . . of .. 18. 00 ••• ••• • • i6 10 X i—i/2" FH SMS • SEE ELEVATIONS :• a 1 r r FOR SPACING • •• ;• ;• • I t it 0 see I i i TYPIC rnnr nee. -SFF 3/8" MAX. stum #10 X 1-1/2Y FH SMS SEE ELEVATIONS E� FOR SPACING VENT WIDTH 28Y D BUCK 3 - OR WOODS R Dl PG. 18 O 2, 11. 7.1 El 9. 16 EXTERIOR TYPICAL ANCHORS SEE ELEV. D.L. OPG. (FIXED) FOR SPACING S.H. WINDOW WIDTH _ 38-5/8• MAX. -T LEAF WIDTH 41-7/8• MAX. ----LLOCK {OPTIONS i OR 2 FRAME WIDTH AT SINGLE DOORS OPTION 2 SHOWN SHEET 5 FOR DESCRFTiON 3/8" MA)L \i 1 SHIM METAL 3 STRUCTURE --- ACTIVE LEAF TYPICAL ANCHORS 16 SEE ELEV. FOR SPACING 16 EXTERIOR w., D.L. OPG. • •• • • • • ••• • 38-5/8- MAX. •• •.• •• • • • .• LEAF WIDTH 1-0 41-7/8- MAX. . • . •06 . • • FRAME WIDTH .. • • . . • . _SINGLE (X.� OPERATING UNITS w • •• •• • • • •• •• r • 746 .887 _ .062 �---- - .062[f.130 j6 .626 .250 F�- 1.87$ t.t FRAME HEAD 17.1 FIXED MIL REINF. 91 GLASS STOP ANGLE 750 1,000 1.749 .095 2.541 .140 .937 - T 1.563 4.1 FIXED MEEPING RAIL 18.1 DOOR STILE REINF 1. 50- .656» 50 .656 »9, .750 .052 1.125 1.562 1.045 750 7.1 SASH SIDE RAIL 5.1 STD. LENT TOP RAIL .969 �7 .787 1.875 943 MME TOP CORNER .8182 .062 .674 1.469 .617-W 2.1 FRAME JAM13 6.1 SASH LATCH '.: . .. . • . . ... . • • • • 0 2.830 1.362 .. . • • •: :• • : : :. :• :• 2.826 .060 ••• • • • • �2 2.250 2.725 ... . •� • •. . . . .. .. i 750 ••• • • • • • J TRINITY A �� YlJ _, I eg r 37.WMAXOA 37.WMAXOA FRAlutE WIL11H + oils GLAZED FIBERGLASS ��, a IMPACT"DOOR OUISWING U C43CMNOTM 1. This proetuct hae been evaiucrtad arut vis btr►Edon X14(F (Ffl } r4o1 re�rir�rrregir►dudh�►tre Its Yekraly thane lane"(i$vttz(. j 0000.. . . . x 2. Fo • �atuct�attara��was lisped art8 as c�eka�.Anch�•em to tie � • •• shdU be Wyand wlP d, or Am= .:$..vmn used vm;Ef*Lr ;;;Zompoes watt Sin 1626 of the How*&ming Code and .... nat the�: t.'ft.'::°Y�r'�• � ••1.Often used de of thuWit requft wind borne delb pmtecRon this product • aiomplies • 16M. A of i$e'FBC and dm not regt*e an Impact natant cove.This �f+ • ••�+oduct meed nftb tevel;.VAbldudes W d Zone 4 as ft%*d In ASTM El 996 and Section � 19.122 of the Fid. • n 0000• • 0000.• • 0000.• B :� For2x stud nahuoNon,�+chorirrtg of chess ur�ts stxs��tip sarrse�thot shown for2K •:••.buck n-aK ry coraekuction.. .• 0000•. 6. Site wvX9nsthcTdv&t&from the detaRs of this&owing nye fuf9 w OrK**by p a licensed enghteeror registered omit. DOOR WON R=ANOWAR US DOOR Witt OPAL 111E � 7. This product meets water hDratian reqtMant for 7tVW TABW OF COMM }R Gfl 1SS C�a4iYoN. C d 3m OUMEtitSftif' TYF MOW'.. I+titTfyE,' t notes 2 OUMM 37JVx 8&7r61. sC"t. X4 0 -�.� Q 02 27/12 B &&Q3rr.T.S. 3 4 S OM owo ev JK m 37 x8D.7S` 61.64 +75.0 •75.0 A (OVAL) c er us 3 7 .: a e9 otnwteftft " Ft-1525s.s a • k Y b '177712 i"IM-: D I •- k4R r � t r•,t - i c • E r l „ 7^ x i e - �, r;• ase! - 1 ;tlz' �:^€ "® .tool 15-VPANS WIDTH PVC SM.E GAP G4 G3 G2 G1 EBTERIOR LOCK BLOCK STILE*AW � � »0.00• 'f��r _ -�.. MAX D.L.O. r k 1 y em ox Naz° SEE DETAB.2 a dd 3 O.V ®�Z d c )( SEE HARDWARE 1 HORtYOPP1Ai 1n 4 o CHART 3 R d SGLASSBYTE d a B3 A3 1°OA.THK GLASS DQAtI t 1/rTEIN GLASS a •• � � AIRSPACE �� • • € I i' —OICORATNEII T TOP RAIL • • • `--AIR SPACE LVUCMP. • •••• • IMANNEALEDGLASS • • •••••i • • .43�°PVB WTERIAYER g • ••• DUPONT BUITAC1TE OR CAPSTONE 4 • • 0::*:: •i••i STRUCTURAL SILICO WANNEMM GLASS I • (TYP.4 PLCS.)SEE � •••... •••• •• •• OFTfOP�BELOW ALUMINUM G4 G3 G2 G9 ..•.• '..' 3 :00:00 RA ,� •0.0 0 0 ••• POLYURIZHANE • • •• • •••••• FOAMED R�LCvLASS _ . •••••• YARN REINFORCaveff p�OR €NT�NOR • • 0000•• t � • • • •• • 0000•• VIL p6ETAA2 � LVL g Jt` PVC w e COMPOSITE "p a .: R t 02,427/12 °a ` Ml�tfIFAIMR1r1iRR: : Mi?#fEl N.T.S. SfRUCTURSLS0ICONEIIONS: Kwwo KNOlk SIGNAM SERIES DOW 49$495 STRUCTURAL CAPSTONEJK XICW BY (04 1 d�-� as ar LFS 3 DEADBOLT:SIGNATOBE WO(UD) SBtCONE BY DONGYANG$IUCONE CO. 2 VEMM CROSS SECITON DNA= #a_-55.5 DEPAR'T 3 °w DAB.5'i'N kl,S Sati Ar 1 2 3 f C ' -z e. , 40 4 ® fPITEIttOR 12 a•° Z o m X o EVEMOR e °• • • .....: ' 3 �L CIIOSS SECtM 4 MWMWnx k � •�•1�1��AA1N. • • i • i 1-114*AApd. � •. [tYP.) • • .•:: $ 11 L SAAB.(TYPO ••••• •m� • •• Olb` Or c ° # •.•i.• ' • • CHINK CONK ` •. •.o. • (>S'PJ PYP.) • • •@ • • 1 2 $ 1 2 3 •° a • • • @ • p )R INTERIOR 4 ...... ... 12 41 N 0 6 Q w 1 QR_ EXTERIOR23 marz 2/27/12 D 8 18 4B ° E was W. N.T.S. JK CM BR LF5 3 E 1 HORIZON C C=mgm ,�-2 Z L C M rEC ON 10- d 4 4 FL-15255.5 a 4 ar e ,`�.�•• ,„... 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MAW Q b4 2X BUCK MASONRY HStY 141 E MASOtiXBUCK } � OP�UNG �0• DRAII.2 OPENING • •• • • •• 0000•• • • Typ.SILL • 0000• •••••a• • • • • P • ♦o • 0000•• s • • 23 a 0000•• 0000 •• •• STM FLAIEWAIL ••0••Q •• • 000000 •: 0000•. • 11 •• `• ••••••a••' V y' 0 Rqa - _. 0000•• � • • • 0000•• CONC&ETf_.MtM Mosafury oan. = F� GnChot W crt Wtr="be o*sted to mainfolo Me mfr. s 2.Concrete anchorfbaotPaM noted G c WAX ON CENT"out be a0 sted to � MlIntatn the mtn.edge a"t =to mortarJoInk adMond aonmfe ondfays ! 9t anchor tabu ftMAX ON CENWr ave not exceeded. J 2X BUCK .M 2X BUCK $ O At+/CNCItt AfifCtiOtt MIN, ; Mt11G`.CLEABA......... /AllM;GI Rt H tX K2c H IX BUCK TYt' SI3E SAAB 70 TR ADlAC6N1 AldCtfOR 26 23 It'W "'• TAPCON® 2° �q n EtCOO2 27 12 uLrtaAcaN tl� t-t/� t° to 18 N.T.S. g ttvwam ft �K m® 8lt6" t-1/4• 3" 1-t/2° cfm as GFS i woo0 ScaEw mtsrauAnOx Notfx: MNGE DEMI!f MWGE DETAIL 4 mom W a 1.Madnfokf o mbrimum SAF edge cWonc&1"endd*mm.&1*or—spacing of Fl.-15255.5 wood scrum to prevent the spfflfng of wood. 9M-L of s �' tttttfill \`A. \• // ZdR QW r '• mW tp�� 1 2 8 "44fin its w 19 9 d ...... . . ,-- -4 e •••••• • • • rOF"Al! as • o • • 2 Pvc l ••••. .• • • •.•• 51r WT SCALE:p �+ •.••• • •.• scuts Kaw SB • • • Tse s— q gb 127 4 •• •�.•.� • •• 2df PVC O O d O O OWE 4.56'° 4.6T Y � 19 tonal W oft Y 02127112 a �� scvr N.T.S. 9 oao ar: A uec sr LFS FL-1SKW 5255.5 • \\{t fl UL OF MATEPA U,SnEv �t5 * 1X BUCKSG>=055 WOOD 4 B 2X BUCKSG-0.55 WOOD D l/XM23/e PFHSELCQ OR RW CQtdC1Z�lESCREW SHIM SPACE STIP ����e ttt m MASONRY-UM PSI MIN.CONCRETE CONFORMING TO ACI �, d E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE o z F I 114°X 33/4°PFH RW CONCRETESCRiEW STS 4 a H 114'X 31/4"PFH fTW CONCRETE SCREWSTEEL J #9 X 2-IM PFH WS STEEL g L #8 X 21/T PFH WS STS g� M 3/16"X 3-1/4° PFH ITW CONCRERE SCREW STS �'a P 114°X 2 3/4°PFH ELCO OR ITW CONCRETE SCREW STEEL 1 -JOINT PINE-SG!,-0.421 WOOD 2 JAMB PVC 3 JAMB FIBERG(ASSICOMP 8 #6 X 1-1/4 PFH DRYWALL SCREW STS 12 y4MV STRIP QEBD650 Q-LON r • 18 7 4.0 HINGE MNN+0ZW THICK STEEL see** 19 SNLIKEY ASA 22 T PLATE Sim, I � ••••• STEEL • 4 KE 1E • • • a• 24 #fX S/8°PFH WS'0 6 0 0 9 STEEL ••••• 25 SWWING HIGH-B+fM't WESHOLD ALUM"JM W/COMPOSITE suBSTRAIF ALU it •••• 7 26 #%f 1 i PFH WS;•••e• STETS. • •••• 27 TH MJM W/COMPOSITESUBSTRATE ALUM./COMP. 40• Rh4NRS.-S11E DOOR+PANEL DETAK SHEET FOR CONSTRUCTION DETA0.S i s e e• 64 8 X T WOOw STEEL • 0 *ease* v .*a • •se• as• z a o� r Q � P` U 02 27 12 3 N.T.S. 9 .•r JK mi CHK of US 3 FL-15255.5 • m R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry " ► C P.O.Bore 230'VWrico.FL 33595 Pimne 813.659.9197 Florida Bain of PrafesdGnal E%4 trrs Cenifieate ofAu1WzaWn No,9813 Date: Jlaj1, 2015 Product Sub Category Manufacturer Product Name Category Swinging Trinity Glass International Glazed Fiberglass Exterior Exterior Door 4821 192nd St.East "Impact"Door Door's Assemblies Tacoma,Washington 98448 Outswing Phone 235-VS-7380 Facsimile 235-876-7301 Scope: This Is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Trinity Glass International based on Rule Chapter No.S1G20-3,Method 1D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or di&tributirtg the product or in any other entity Involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and Is In compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the°HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used In areas outside of the°HVHZ°requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an Impact resistant covering.This product meets missile level"D"and Includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15265.5 require further engineering analysis by a licensed engineer or registered architeect. 7. This product meets the water infiltration requirements for"HVHZ'. 8. See drawing FLA 5255.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sloped by TEL 01470437 TAS 201,202,203.94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 06-0918-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,lna Wendell W.Haney,P.E. TEL 01370051 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 02010411 ASTM G155-04,C158.02 Testing Evaluation Lab.,lna Lyndon F.Schmidt,P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,Inc, Lyndon F.Schmidt,P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. 2. Miami-Dade NOA Materials Testing 13-0129.27 DuPont PVB Interlayer 3. DraWitt¢t No. Prepared by •• •+• • • • • • •• SlSned&Sealed by No.FL-15255.5 RW Building Consultants W4dA 11j: torn Lyndon F.Schmidt,P.E. 4. Calculations Prepared by ••• •40 0 :•: : 0 +•®�%%� , O VIS r�®OAe Slgned&Sealed by g n9 ) % %. '; F � Lyndon F.Schmidt,P.E. Anchorin RW Build! Consultants,Inc �A#981 ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. �^�� ®��. 0 /. Y 5. Auatity.Assurance ••• • • ••• • •:• �°:• No 4 3$G Certificate of Participation issued by NationalOAcreltafign" • ; ®� .- Management Institute,certifying that Trinity CVgs Inrrnatidgi#is;• ;• ;• manufacturing products within a quality assurance program that complied with ISO/IEC 17020 and Guide 53. :7P STATE CF e m` Lyndon F.Schmidt,P.E. • • • • . , « • FL PE No.43409 AN 0 • • 0 ••• 0 • ted' ••. •i• i•••i t i�.i1 i•••i®�g���� �8�� 0 51112015