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WS-15-3168 Permit NO. WS-12-15-3168 �sKO1t;s o,� Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NEitvrk CiaSstivation:Window/Door Replace Miami Shores, FL 33138-0000 Per Permit Status:APPROVED Phone: (305)795-2204 CORIDp' Issue Date: 1/4/2016 Expiration: 07/02/2016 Project Address Parcel Number Applicant 1051 NE 92 Street 1132050160010 Miami Shores, FL Block: Lot: ALFONSO DEL CASTILLO Owner Information Address Phone Cell ALFONSO DEL CASTILLO 1051 NE 92 Street (305)613-5552 MIAMI SHORES FL 33138- 1051 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 35,000.00 GMB CONSTRUCTION INC (305)967-3640 (305)613-5572 Total Scl Feet: 0 Type of Work:WINDOWS REPLACEMENT 7 DOORS AND 18 Available Inspections: No of openings:25 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:27 Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $21.00 Invoice# WS-12-15-58143 DBPR Fee $5.25 DCA Fee $5.25 01/04/2016 Credit Card $527.50 $50.00 Education Surcharge $7.00 12/23/2015 Check#:3872 $50.00 $0.00 Permit Fee $350.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $81.00 Technology Fee $28.00 Total: $577.50 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 AFFIDAVIT Ice at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni F e, I authorize the above-named contractor to do the work stated. January 04, 2016 Authoriz re:Owner / Applicant / Contractor / Agent Date Building Department Copy January 04, 2016 1 Miami Shores Village Building Department DEC 212015 Vy 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 $Y; INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. 3(.60 PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,( CONTRACTOR DRAWINGS JOB ADDRESS: W A051de �2 A, Sr. City: Miami Shores County: Miami Dade Zip: 31J 139 Folio/Parcel#: n Is the Building Historically Designated:Yes NO A— Occupancy Type: 1L Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): %g- CAW W Phone#: 3bi(*Ia W)--L Address: un )Jff- fzl& srf City: k*--' Wad') State: Jrk- Zip: 33 bit Tenant/Lessee Name: Phone#: Email: //ww p_ . / CONTRACTOR:Company Name: p V� ey'4' N oa-j� — Phone#: NS 61-5,W4Z "f Address: n �1� Ar. 4103 City: AWA detIO&V State: Zip: Qualifier Name: Phone#: State Certification or Registration#: GCSL 1" l�(S� Certificate of Competency#: DESIGNeR:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ � , 000 Square/Linear Footage of Work: Type of Work: ❑ Addition U. Alteration ❑ New ❑ Repair/Replace n ❑ Demolition Description of Work: l �-(�il� �Q(/�►S Q. tA '(,�JIr`s� Specify color of color thru tile: /M�-� Submittal Fee$ S() •W Permit Fee$ Ck CCF$ al W CO/CC$ 50 Scanning Fee$ ej () Radon Fee$ �' DBPR$ Notary$ Technology Fee$ o-9 �� Training/Education Fee$ Double Fee$ Structural Reviews$ U- 0` :) 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 1 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 IMPROVEMENTS 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 valueexce ding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broc re 'll be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commenc ment ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bsenc of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTFACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was knowledged before me this I� day of / 20 -i by 11f•�y day of 20 dby Vh Q A" 6A 14WA ,who is personally known to �, �1 P1 who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: ARY UBLIC: Jef Ah Notary Public State of Florida Patriaa Faggio^ato Nota Public State or Florida My Commission EE 179868 Patricia Faggionato Sign: F or Expires 03/15/2016 i Vorw Epi Commission5016179868 Print: Print: Seal: Nk Seal: APPROVED BY til / r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building 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 FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION XTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �/f� CONTRACTOR DRAWINGS JOB ADDRESS: `� / /Y ` 2 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: /Construction Type: Flood Zone: BFE:: FFE: n/(� OWNER: Name(Fee Simple Titleholder): 70� IIE-Z Ltn Phone# Sp: o Z L Address: 10—S/ 1ye- q2- City: 2City: MIA A WJ fL�071'_116 State: � Zip: Tenant/Lessee Name: Phone#: Email: 2 CONTRACTOR:Company Name: G'S N "r-W eSl^�"�— Phone#: Address: Tl 2_ \ 1)7r. �v 3 City: - W6L4_ State: Td— Zip: 33/6( Qualifier Name: rl"A . Phone#: � ►3� "Z State Certification or Registration#: C �� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ElRepair/Replace El Demolition Description of Work: _ 1 a ;y Specify color of color thru Submittal Fee$ Permit Fee$ 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 IMPROVEMENTS 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 v exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement agd coasrI n lien w-wiLLbe dehvecedto tbe-persan whose property is subject to attachment. Also, a certified copy of the recorded notice of co menc ent must be posted at the job site for,the first inspection which occurs seven (7) days after the building permit is issued. t bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (& Signature OW R or AGE TRACTOR The foregoing instrument was acknowledged bef re me this The foregoing instrumen was acknowledged before me this day of 20 by Jc day of Y� 20_ by rCG I TO who s personally known to J� Na 'ho is personally known to 1 me or who has produced �_7 1(-t'Z�e or who has produced 0 ~ DZ - -as identification and who did take an oath. identification and who did take an oath. NOT RY PU NOTARY PUBLIC: SI Ign. Print: .•; MAHARAI K.GONZALEZ Y P Int: ��! ^g': MAHARAI K.GONZALEZ = COMMISSION#GG 044607 Seal: :; EXPIRES:November 2,2020 :*; .; Seal: :% ;: EXPIRES:November 2,2020 "'•'.',o��o Bonded Thru Notary Public Underwn en ''•'io; off; Bonded Thru Notary otary Public Underwriters ************************************************************************************************************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) S asLai o h ©!�, O- o0z 4 Miami Shores Village bEC-22 2olS r tIf_ Building Department $Y• 10050 NE 2"d Ave. - FZp°�1UPa Miami Shores, FL 33138 . " 305-795-2204/ Fax 305-756-8972 No'rt ','r0 MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by to perform special inspector services under the Florida Building Code 5th Edition(2014)and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5th Edition(2014) Miami Dade County Administrative Code,Article II Section 8.22 Special Inspect _Trusses>35 ft.long or 6 ft.highI Y Steel Framing and Connections welded or bolted Soil Compaction _Precast AttachmentsLP' Iry ki Roofing Applications,Lt.Weight. Insui.Cone. '?�„ + i� _Other Note: Only the marked boxes apply. The following individual(s)employed by this firm or me is authorized representative to perform inspec ' n* 3. 4. .__._........................................................_..m__.._-- . . ...... `Special inspectors utilizing authorized representatives shall insure the authorized representative is gtAaffAy'rrU} : •••• ••• education or licensure to perform the duties assign by Special Inspector. The qualifications shall inclddtAkt»sure as a • • professional engineer or architect:graduation from an engineering education program in civil or structorvi"gineering- • ••••: graduation from an architectural education program;successful completion of the NCEES Fundamenta"fiV. 1ninatiol; •••• • or registration as building inspector or general contractor. ....•• �� •.••• I(we)will notify the Miami Shores Building Department of any changes regarding authorijjq ytirs onnel ” •••• • performing inspection services. ; • • ...... ...... I(we),understand that a Special Inspector inspection lob for each building must be displa)V if,a- ;• • convenient location on the site for reference by the Miami Shores Building Department Inspector. All :•: • mandatory inspections,as required by the Florida Building Code; must be performed by the Miami Shores Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further,upon completion of work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substanti, ac ance with the approval plans. Engineer/Architect Name F,, n L e4 • i Gl,I6/ o, PE Signed and SealedPrint _ Date: 4 6 �� Address 6o stZ Sl W / SujAL �7 FL 33314 PLF STRUCTURAL ENGINEERS, INC. JOB TITLE EXTERIOR ALTERATION CA# 30758 WINDOWS-DOORS REPLACEMENT 4960 SW 52nd ST, Suite#407, Davie, FL 33314 JOB No. SHEET No. p O: (954) 533-3237 Fax: (954) 533-2117 CALCULATED BY LC DATE 9/30/15 email:pfiallo@plfengineers.com CHECKED BY PF _ DATE CS 12 Ver 2013.07.01 www.struware.com STRUCTURAL CALCULATIONS FOR EXTERIOR ALTERATION 1051 NE 92 ST MIAMI SHORE Pedro L- Mb, P.E .• FL L'c.: 7§100 ••••�• .. . . ... ...... TABLE OF CONTENTS DESCRIPTION PAGES • Table of Content...........................................................1 • Wind Loads Design.....................................................2-6 • Door/Window Masonry Jamb Design..........................................7-8 • Column Design (C 1)................................................................9-11 • Beam reinforcement...................................................12-13 Pedro L. Fiallo, P.E. FL Lic. No.: 76100 ...... ...... .. . ...... PLF STRUCTURAL ENGINEERS, INC. JOB TITLE EXTERIOR ALTERATION WINDOWS- CA#30758 DOORS_REPLACEMENT 4960 SW 52nd ST, Suite#407, Davie, FL 33314 JOB NO. _SHEET NO. Z_ O: (954) 533-3237 Fax: (954)533-2117 CALCULATED BY LC _ DATE _9/30/15 email-.pfiallo@pifengineers.com CHECKED BY PF DATE www.struware.com Code Search Code: ASCE 7- 10 Occupancy: Occupancy Group= R Residential Risk Category & Importance Factors: Risk Category= 11 Wind factor= 1.00 use 0.60 NOTE: Output will be nominal wind pressures Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr Building Geometry: Roof angle (6) 3.75/12 17.4 deg Building length (L) 49.4 ft ---- Least Least width (B) 45.0 ft Mean Roof Ht (h) 20.9 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft ; ••• :0900* .••00 .. . •• . • Live Loads: 0*0 Roof 0 to 200 sf: 20 psf use 30.0 psf ". ;•• •• 0: 200 to 600 sf: 30 psf •• ' '• ..... over 600 sf: 30 psf 00 000 logo go '•••• ...... ...... .. . . ... ...... PLF STRUCTURAL ENGINEERS, INC. JOB TITLE EXTERIOR ALTERATION WINDOWS- CA#30758 DOO_RSREPLAC_E__MENT 4960 SW 52nd ST, Suite#407, Davie, FL 33314 JOB NO. SHEET NO. O: (954) 533-3237 Fax: (954)533-2117 CALCULATED BY LC _ 'DATE _ 9/30/15 email:pfiallo@plfengineers.com CHECKED BY PF DATE Wind Loads : ASCE 7- 10 Ultimate Wind Speed 175 mph Nominal Wind Speed 135.6 mph Risk Category II Exposure Category C� Enclosure Classif. Enclosed Building Internal pressure +/-0.18 �- Directionality (Kd) 0.85 Kh case 1 0.911 Kh case 2 0.911 Type of roof Gable V(Z) Speed- Topographic Factor (Kzt) V(Z) x(upwind) - r.(dra+anwinti)i Topography Flat +---- ._ Hill Height (H) 80.0 ft H12 H Half Hill Length (Lh) 100.0 ft Lh H,/2 Actual H/Lh = 0.80 Use H/Lh = 0.50 Modified Lh = 160.0 ft ESCARPMENT From top of crest:x= 50.0 ft ° Bldg up/down wind? upwind �' z) 2 . 1.... H/Lh= 0.50 K, = 0.000 V(2:) 1 Speed-up x/Lh= 0.31 KZ= 0.792 x(upwind) - ' x(do;nmrAhnd) i z/Lh= 0.13 K3= 1.000 H/2 H At Mean Roof Ht: ` LI N, H/2 .•... Kzt= (1+KjK2K3)12= 1.00 �.> • 2D RIDGE or`WAXISYM4F-+fRtCAL.f+lUZ. • Gust Effect Factor Flexible structure if natural frequency< 1 FLj etisecond). • "'•;• h = 20.9 ft However,if building h/B<4 then probably wgid ttrJcture(Jule ofthumb). •. ...... B= 45.0 ft h/B= 0.47 Rigid id ctructwe /z(0.6h)= 15.0 ft •. ••• G = 0.85 Using rigid structure default ✓ •• PLF STRUCTURAL ENGINEERS, INC. JOB TITLE EXTERIOR ALTERATION WINDOWS- CA#30758 D_OO_RSREPL_AC_E_MENT 4960 SW 52nd ST,Suite#407, Davie, FL 33314 JOB NO. SHEET NO. 0:(954)533-3237 Fax: (954)533-2117 CALCULATED BY-.-.--,-.LC DATE _9 30/15 email:pfiallo@plfengineers.com CHECKED BY PF _ DATE Wind Loads - MWFRS all h (Enclosed/partially enclosed only) Kh(case 2)= 0.91 h= 20.9 ft GCpi= +/-0.18 Base pressure(qh)= 36.4 psf ridge ht= 24.4 ft G= 0.85 Roof Angle(0)= 17.4 deg L= 49.4 ft qi=qh Roof tributary area-(h/2)*L: 517 sf B= 45.0 ft (h/2)*B: 471 sf Nominal Wind Surface Pressures(psf) Wind Normal to Ridge Wind Parallel to Ridge B/L= 0.91 h/L= 0.47 UB= 1.10 h/L= 0.42 Surface Cp ghGCP w/+q;G P; w/-ghGCpi Dist.* Cp ghGCP w/+q;GCP; w/-ghGCP, Windward Wall(WW) 0.80 24.8 see table below 0.80 24.8 see table below Leeward Wall(LW) -0.50 -15.5 -22.0 -8.9 -0.48 -14.9 -21.4 -8.3 Side Wall(SW) -0.70 -21.7 -28.2 -15.1 -0.70 -21.7 -28.2 -15.1 Leeward Roof(LR) -0.55 -16.9 -23.5 -10.4 Included in windward roof Windward Roof neg press. -0.54 -16.6 -23.2 -10.1 0 to h/2* -0.90 -27.9 -34.4 -21.3 Windward Roof pos press. -0.07 -2.1 -8.7 4.4 h/2 to h* -0.90 -27.9 -34.4 -21.3 h to 2h* -0.50 -15.5 -22.0 -8.9 >2h* -0.30 -9.3 -15.8 -2.7 *Horizontal distance from windward edge Windward Wall Pressures at"z"(psf) Combined WW+LW Windward Wall Normal Parallel LRj z Kz Kz t gZGCP w/+q;GCP; w/-ghGCpi to Ridge to Ridge �wR 0 to 15' 0.85 1.00 23.1 16.5 29.6 38.6 37.9 SW 20.0 ft 0.90 1.00 24.5 18.0 31.1 40.0 39.4 LW r' h= 20.9 ft 0.91 1.00 24.8 18.2 31.3 40.2 39.6 ridge= 24.4 ft 0.94 1.00 25.6 19.0 32.1 41.0 40.4 ' 000" :000 £ • 0000•• • • • 0000 • 0000•• � .�,�� 0000 4 .4 •• 0000• 0000•• � i►'� • • sw • • � �,,.. • 0000• •• ••1r'F'. i'`� •• 0000• ' • s. 00 ...:. .. • ..: ". •0000VW . • • • •.. �r WSiD i DIEZFCTION WWD PARALLEL.T0.RRIDGE LW NOTE: .,,,s•ar ,.,, .. See figure in ASCE7 for the application of full and partial loading urs of the above wind pressures.There are 4 different loading cases. Parapet z Kz Kzt qp(psf) sv 0.0 ft 0.85 1.00 0.0 ' Windward parapet: 0.0 psf (GCpn=+1.5) Leeward parapet: 0.0 psf (GCpn=-1.0) Windward roof overhangs(add to windward roof pressure) : 24.8 psf (upward) IM..CONL SM Mzrkz im- PLF STRUCTURAL ENGINEERS, INC. JOB TITLE EXTERIOR ALTERATION WINDOWS- CA#30758 DOORS REPLACEMENT 4960 SW 52nd ST,Suite#407, Davie, FL 33314 JOB No. SHEET No. 0:(954)533-3237 Fax:(954)533-2117 CALCULATED BY LC _ DATE 9/30/15 email:pfiallo@plfengineers.com CHECKED BY PF DATE Nominal Wind Pressures Wind Loads - Components & Cladding : h <= 60' Kh(case 1)= 0.91 h= 20.9 ft Base pressure(qh)= 36.4 psf a= 4.5 ft Minimum parapet ht= 0.0 ft GCpi= +/-0.18 Roof Angle(9)= 17.4 deg Type of roof= Gable Roof GCp+/-GCpi Surface Pressure(psf) User input Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 29 sf 500 sf Negative Zone 1 -1.08 -1.01 -0.98 -39.3 -36.8 -35.7 -37.6 -35.7 Negative Zone 2 -1.88 -1.53 -1.38 -68.4 -55.7 -50.2 -60.0 -50.2 Negative Zone 3 -2.78 -2.36 -2.18 -101.2 -85.9 -79.4 -91.1 -79.4 Positive All Zones 0.68 0.54 0.48 24.8 19.7 17.5 21.4 17.5 Overhang Zone 2 -2.20 -2.20 -2.20 80.1 -80.1 -80.1 -80.1 -80.1 Overhang Zone 3 -3.70 1 -2.86 -2.50 1 -134.7 -104.2 -91.0 -114.5 -91.0 Overhang pressures in the table above assume an internal pressure coefficient(Gcpi)of 0.0 Overhang soffit pressure equals adjacent wall pressure reduced by internal pressure of 6.6 psf Parapet qp= 0.0 psf Surface Pressure(psf) User input Solid Parapet Pressure 10 sf 100 sf 500 sf 50 sf CASE A=pressure towards building(pos) CASE A: Interior zone: 0.0 0.0 0.0 0.0 CASE B=pressure away from bldg(neg) Corner zone: 0.0 0.0 0.0 0.0 CASE B: Interior zone: 0.0 0.0 0.0 0.0 Corner zone: 1 0.0 0.0 0.0 0.0 Walls GCp+/-GCpi Su rfa a Pressure(psf) Use pub Area 10 sf 100 sf 500 sf 110 sf 1 100 sf 1 500 sf ;21 %fe. 2 s •••••• Negative Zone 4 -1.28 -1.10 -0.98 -46.6 -40.2 -35.7 ••-44.5 -43.& •• Negative Zone 5 -1.58 -1.23 -0.98 -57.5 -44.7 -35.7 '•4-;3.2t :- • • Positive Zone 4&5 1.18 1.00 0.88 43.0 36.5 32.0 ••46.49 442 • fid .. PLF STRUCTURAL ENGINEERS, INC. JOB TITLE EXTERIOR ALTERATION WINDOWS- CA#30758 DOORS REPLACEMENT 4960 SW 52nd ST,Suite#407, Davie, FL 33314 JOB NO. SHEET NO. O:(954)533-3237 Fax:(954)533-2117 CALCULATED BY LC DATE _9/30/15 email:pfiallo@plfengineers.com CHECKED BY PF.---- DATE Nominal Wind Pressures Location of C&C Wind Pressure Zones y � a —0——Q——Z3 ( `2 I 3 € I I ( 2)( 10 1 2140 1 � t WALL Roofs w/ 6<_10° Walls h:5 60' Gable,Sawtooth and and all walls &alt design h<90' Multispan Gable 6:5 7 degrees& Monoslope roofs h>60' Monoslope:5 3 degrees 3°<0:5 10° h:5 60'&alt design h<90' h:5 60'&alt design h<90' C'1 rl f F-I 1 13 2 1 ( € € € , ( • •• •••••• _ ( ( }I # Imo$ 1 i /L ( t—• •• > •L f • � w `' �fit,f!,�•• • iti� �€ lj •t •••••• Monoslope roofs Multispan Gable& Hip 7° < 0 <_27° •�••(•• • ( • 10°<0:5 30° Gable 7` <6 5 45° ' •j • • ••••i• h<_60'&alt design h<90' ; • • • Ii Sawtooth 10°<6 <_ 45° 8 3 r_ / (2 h:5 60'&alt design h<90' 2. jf / 2 Lb( �2 �2,J u�e' ,� � ` •2 � Stepped roofs 6<_3° h:5 60'&alt design h<90' PLF STRUCTURAL ENGINEERS, INC. Project Name: 1051 NE 92 ST, MIAMI SHORES CA# 30758 Project No.: Sheet No.: 4960 SW 52nd ST, Suite#407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 Calculated By: L C Date: email: pfiallo@plfengineers.com Checked By: P.F. Date: l 41 l.'u 1�C�1 u,� �:�s<.�..,, �� f,c,-rix-�y�� c,� >. ��"'*.�•• =fix--E -2- C3 ra. G.%`;✓� �'`v�.2._ �. CSt. �5 �_�e,,, i„�.1. :.,,t.�_!."-.!C..Q l.iu%t Q - ��.t�- •••••• • • •••••• d� ago • •• — �� -46 PLF STRUCTURAL ENGINEERS, INC. Project Name: 1051 NE 92 ST, MIAMI SHORES CA# 30758 Project No.: Sheet No.: 3 4960 SW 52nd ST, Suite#407, Davie, FL 33314 Calculated By: L.C. Date: 0 /�W/ Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo@plfengineers.com Checked By: P.F. Date: -ON w _V1- o Go" so •0 V. Go 0 04 060 Go _J VA Microsoft Current Date: 10/2/2015 9:34 AM Units system: English Design Results Reinforced Concrete Columns GENERAL INFORMATION: 1. Cl Design Code ACI 318-2011 Load Conditions included in design: C1 1.2DL+1.6LL+0.5LLr C2 1.2DL+0.5LL+1.6LLr C3 1.2DL+LL+0.5LLr+1.66WL C4 0.9DL+1.66WL Materials Concrete,fc 5.00[Kip/int] Steel,fy 60.00[Kip/in2] Concrete type Normal Steel,fyt 60.00[Kip/in2] Modulus of elasticity 4030.51 [Kip/in2] Type of splices Tangential Unit weight 0.15[Kip/ft3] Minimum provided Rho 0.010 Maximum provided Rho 0.080 General status OK COLUMN DATA: 1 Geometry Section type Rectangular Column location Center Distance between levels 8.00[ft] • • •••••• Width b(//to axis x) 8.00[in] • • ••••�• •• • •• • • Height h(//to axis y) 12.00[in] • 0000•• � •��• • • 0000•• 0000•• • 0000 �• 0.000• Rebar ••••�• • • •0 • • • •• 0900• •9.99• •• 6 • • • • • • •999• b •• •• 9 •6• 699069 6.9.0• 6 9 • 6 • •0000• ••009• L.. , 60 . • ... .06609 6 I r Longitudinal 445 Free cover 1.50[in] As provided 1.24[in2] Provided Rho 0.013 Number of bars//to axis x 2 Spacing between bars 3.00[in] Number of bars//to axis y 2 Spacing between bars 7.00[in] Transverse 16#3 @ 6.00" Number of legs//to axis x 2 Number of legs//to axis y 1 Initial spacing(Sini) 0.00[in] I'D Design parameters Slendemess Axis yy Axis xx -------------------------------------------------------- Lu[in] 96.00 96.00 K 1.00 1.00 Pc[Kip] 552.49 1243.11 Sway Yes Yes -------------------------------------------------------- Forces Condition Position Pu Muxx Muyy VX Vy Transverse load [Kip] [Kip*ft] [Kip*ft] [Kip] [Kip] xx yy ------------- ------------------------------------------------------------------------------------------------------------------------------ CI -- C1 Top -25.17 15.66 0.00 0.00 2.62 No No Bottom -26.13 -5.25 0.00 0.00 2.62 No No C2 Top -25.59 15.88 0.00 0.00 2.65 No No Bottom -26.55 -5.26 0.00 0.00 2.65 No No C3 Top -25.17 15.66 -6.52 1.22 2.62 No No Bottom -26.13 -5.25 3.23 1.22 2.62 No No C4 Top -18.73 11.69 -6.51 1.22 1.96 No No Bottom -19.45 -3.94 3.22 1.22 1.96 No No RESULTS OF COLUMN:1 Column status OK Biaxial compression Controlling condition C3 Stress in bars fs>0.5fy • • Dowel splice length 28.00[in] • • : •• • ..•... Bar clear spacing at splices 2.38[in] �.. : .. Condition Pos. Pu Mcxx Mcyy Snsxx Snsyy .agog xx. Cmyy, .••.•. IKIPI [KIP*ft] [KiP*ft] .... .• 0 . ---------=--------'---------A--A- • ee C1 Top -25.17 15.66 0.00 1.00 1.00 X0,4.6,6• ..000 • Bot. -26.13 -5.25 0.00 1.00 1.00 0&466• 1,090 • C2 Top -25.59 15.88 0.00 1.00 1.00 0.16 7 f.001r• •: Bot. -26.55 -5.26 0.00 1.00 1.00 :*0r&`/: 1.00!1 ' • C3 Top -25.17 15.66 -6.52 1.00 1.00 • 0.466' 44"; •••••• Bot. -26.13 -5.25 3.23 1.00 1.00 ; 0.460. 6.402 C4 Top -18.73 11.69 -6.51 1.00 1.00 ".4659 9.404•: • • Bot. -19.45 -3.94 3.22 1.00 1.00 0.465 0.492 . Condition Pos. �*Mnxx �*Mnyy Mc/(O*Mn) Pu/(O*Pn) Asreq/Asprov Demand: Capacity Ratio [Kip*ft] [Kip*ft] -------------------------------------------------------------- C1 Top 35.18 0.00 0.45 0.10 0.77 0.45 Bot. -35.50 0.00 0.15 0.11 0.77 0.15 C2 Top 35.32 0.00 0.45 0.10 0.77 0.45 Bot. -35.65 0.00 0.15 0.11 0.77 0.15 C3 Top 27.28 -11.35 0.57 0.10 0.77 0.57 Bot. -22.50 13.83 0.23 0.11 0.77 0.23 C4 Top 23.15 -12.90 0.50 0.08 0.77 0.50 Bot. -18.76 15.32 0.21 0.08 0.77 0.21 Shear S provided 6.00[in] S required 6.25[in] Sini provided 0.00[in] Sini required 1.63[in] .c Dir Condition Pos. Vu Vc Vs �*Vn Vu/(�*Vn) Gob. [Kip] [Kip] [Kip] [Kip] ---------------_____--------------- 2 C2 Top 2.65 13.46 23.10 27.42 0.10 Bot. 2.65 13.52 23.10 27.47 0.10 3 C4 Top 1.22 12.11 28.60 30.53 0.04 Bot. 1.22 12.15 28.60 30.56 0.04 Notes *Torsion is not considered for design. *Only columns with rectangular or circular sections are designed. *Each column is verified considering only the forces at the ends of the member. *The transverse reinforcement is ordered from bottom to top of the column. *Lu=Unsupported length. *K=Effective length factor. *Cm=A factor relating actual moment diagram to an equivalent uniform moment diagram. *Sway=True if column is considered unbraced in its local axis. *Mc=Factored moment to be used for design.Considers the slenderness effects of the column.Mc=Mu*6ns. *8n2=Amplification factor to account for small P-delta effects(P-S). *Mn=Nominal moment strength. *Mc/(O*Mn)=Strength ratio.The bar graphs indicate the relative ratio of Mc/(�*Mn)for each load condition.If a par ij S0own in'red the ratio isogPout(r • than one. •• • •• •� � • • • PLF STRUCTURAL ENGINEERS,INC. Project Name: 1051 NE 92 ST,MIAMI SHORES CA# 30758 4960 SW 52nd ST,Suite#407,Davie,FL 33314 Project No.: Sheet No.: /a Ph:(954)533-3237 Fax:(954)533-2117 Calculated By: L.C. Date: �- email:pfiallo@plfengineers.com Checked By: P.F. Date: �c ` L t}�9C�!.e�: tT�.7i—[.. � i F ST P� eda(0 01 2 Flu=Z �:lw 0142 vy`zC�l3 IP t •00. 00 0 • •••0�0zZ! 0000•• •• •••6•• / • • •• • • • • • • 0 • e (� 0000 • •• •••�• �j� +� /� •• 0• • •• 0000•0 • • • • 960990 Ute_ O` 0000•• 1C • • • • • • 000000 r • •• 0 000000 • • J 0 -a<3 00 1r4• f PLF STRUCTURAL ENGINEERS,INC. Project Name: 1051 NE 92 ST,MIAMI SHORES CA# 30758 4960 SW 52nd ST,Suite#407,Davie,FL 33314 Project No.: Sheet No.: —11? Ph:(954)533-3237 Fax:(954)533-2117 Calculated By: L.C. Date: 1011-7 email:pfiallo@plfengineers.com `Checked By: P.F. Date: 1 ,,• ,�c 1/ �� 4 A.?22- e 'R Z fix, ...... . .. ...... . .... . •. ..... 0000•• •• • 0000.• E, 1 ^ •• •• • •• ••• •• 'w [ U' • a • • • • .e�` •-•f \� ��E�T" i 0000•• • • • •000;0• qq •• • ,^� 'a.';..::��?t� '•--a. j tic 40 jA f E MIAMI DADE MIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTiiIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.miamidade.govleconomy Rotan Mahogany USA,Inc, 4004C Aurora Street Coral Gables,FL 33146 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.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 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. RER reserves the tight 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. �! I DESCRIPTION: Swetenia Series Outswing Opaque Wood Doors-L.M.I. Touv, A APPROVAL DOCUMENT: Drawing No. 12-133-R1 (old 07-211),titled"Swetenia Series Mahogatb.$1NIgg-Out Door-Opaque Door",sheets 1 through 7 of 7,dated AUG 27,2014,prepared by EngCo It-I.,AitiVwed and:eared by "'�;• Pedro M.De Figueiredo,P.E.,bearing the Miami-Dade CountyProduct Control Revision;" ith t� -Nd-tice of Acceptance number and expiration date by the Miami-Dade County Product Control Sect":.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant0000 .. :0004: Limitation: "" "'•• 1. See sheet 5 for hardware. See primary locking notes 2&3 and additional secondary lo=g'31ote 4duridg '•0 0• .. .. . .. 0000.. Hurricane events. ::O:: 0• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city;state find series aixi•••:• following statement: "Miami-Dade County Product Control Approved",noted herein. :00 •0 000 ;:00600: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has NO nb 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 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. ADVERTISEMENT: 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. I INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA# 13-0814.06 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MlAMFDADE COUAITY NOA No. I4-0722,11 Expiration Date: August 08,2019 f Approval Date: September 04,2014 1, t `� Pagel Rotan Mahogany USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13MITTED A. DRAWINGS 1. Manufacturer's parts drawings and sections (submitted under files# 13-0814.06/#12-0713.08) 2. Drawing No. 12-133-R1 (old 07-211),titled"Swetenia Series Mahogany Swing-Out Door-Opaque Door", sheets 1 through 7 of 7,dated AUG 27,2014,prepared by EngCo Inc.,signed and sealed by Pedro M. De Figueiredo,P.E. B. TESTS(submitted under files# 13-0814.06/#12-0713.08/#07-0717.10) 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 2411 3.2.1, TAS 202-94 along«lith marked-up drawings and installation diagram of an outswing mahogany door, prepared by Hurricane Engineering&Testing, Inc., Test Reports No(s). HETI-01-1184,dated 10/29/01,HETI-01- 1095,dated 11/2/O1,HETI-01-1185,dated 4/18/01, HETI-01-1077,dated 11/9/01, HETI-OI-1190, dated 11/25/0 1, HETI-01-1079, dated 11/26/01, HETI-01-1007, dated 11/6/01,HETI-01-1136, dated 4/18/01 and HETI-01-1006,dated 10/26/01, all signed and sealed by Hector Medina, P.E. C. CALCULATIONS (submitted under file#07-0717.10) 1. Anchor Calculations and structural analysis,complying with FBC-2004,pregared bY•EilgEo Incl.... dated July 12,2007, signed and sealed by Pedro De Figueiredo,P.E. .. • 0000.. . .. 000000 D. QUALITY ASSURANCE 000000 :9900• 1. Miami Dade Department of Regulatory and Economic Resources(RERI---. r 0 0000 . .. 0000. E. MATERIAL CERTIFICATIONS •••••• •• • 0::::.•�•• 00 00 00 0 .. 0000.. 1. None. 0000.. . . 0 F. STATEMENTS ' ' 000.'.' 000000 0 1. Statement letter of conformance to FBC 2010,prepared by Engco Inc.,;geJ 07/I 812014,•signed•••- and sealed by Pedro M. DeFigueiredo,P.E. •00• 2. Statement letter of conformance to FBC 2007 &FBC 2010, prepared by Engco Inc., dated 08/13/10,signed and sealed by Pedro M.DeFigueiredo,P.E. (submitted under file# 12-0713.08). 3. Statement letter of conformance to FBC 2004 and no financial interest, prepared by Engco Inc., dated 08/28/07, signed and sealed by Pedro DeFigueiredo,P.E. (submitted under file# 07-0717.10) G. OTHER 1. This NOA revises& renews NOA# 13-0814.06, expiring AUG 08, 2019. 2. Copy of Bill of sales between Roatan Mahogany Millwork,Inc. (seller)and Roatan Mahogany USA,Inc. (buyer)dated 09/26/13,signed by respective official of the companies. i 3. Florida Department of state, listing of active status of Roatan Mohagany USA, Inc. i Ishaq 1.Chanda,P.E. Product Control Examiner NOA No. 14.0722.11 Expiration Date: August 08,2019 Approval Date: September 04,2014 E- 1 I i MANUFACTURER: GENERAL NOTE5: ROATAN FLORIDA BUILDING CODE 2010 HVHZ TYPICAL SINGLE ELEVATIONS LARGE 4 SMALL MISSILE IMPACT RATED MAHOGANY I-DEFINITION:THIS PRODUCT 15 A SWING-OUT MAHOGANY DOOR; FW FW FW FW USA, I N C DESIGNED.CONTRUCTED AND ERECTED TO ENCLOSE AN AREA. MAX.39�' MAX.39�' MAX.39,A' MAX.39�' PROVIDING PROTECTION FROM HURRICANE FORCE WINDS WITHIN 4004C AURORA STREET THE ALLOWABLE DE5IGNED PRESSURES AND LIMITATIONS STATED IN DPW DPW DPW DPW TH15 APPROVAL CORAL (305)7 4-5M 48 MAX, 36}' MAX.36�' MAX.36¢' MAX, 36�' pHONE:(305)7745999 2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN PANEL PANEL PANEL PANEL FAX:(305)774.0083 ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE,HIGH MAX.251 MAX.25j MAX.251 MAX.251 PRODUCT: VELOCITY HURRICANE ZONES(HVHZ). d,I 3-POSTING:A PERMANENT LEGIBLE DECAL SHALL Elf PLACED AT A ♦ MAHOGANY m RFJIDILY VISIBLE LOCATION STATING THE FOLLOWING: ♦ A ♦ A ♦ A ♦ ♦ SWING-OUT DOOR 'ROATAN MAHOGANY USA,INC.-MIAMI-FLORIDA z ♦♦4 z ♦ A M z 4 ♦♦4 SwiETEMA SEItlES LARGE MISSILE IMPACT RESISTANT •. ♦♦ °- f a N W ♦♦ C OPAQUE DOOR zi SWIETENIA SERIES-SWING-OUT DOOR a ♦♦ a ♦ 1 W �'z q W000 PANEL OPTION ONLY MIAMI-DADS COUNTY PRODUCT APPROVED' x a y ♦♦ x d y ♦♦ x d rn `�♦ x d ♦♦ LARGE i SMALL MISSILE IMPACT �l A I` G `♦� f] ♦♦ 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 ANDC♦ M C♦ cmu o C♦ cuu o 4 ♦ ENGINEERING: PROVIDED BY A PRDFE5510NAL ARCHITECT OR ENGINEER FOR EACH N N 4 cu N 4 a 4 5PECIPIC PROJECT.THE CALCULATED DESIGNED PRESSURE MUST NOT c') m N ENGCO INC. CAdI 6 EXCEED THE ALLOWABLE PRESSURES HERE IN SPECIFIED.THE DESIGN O C I O C I � x � 5595 ORANGE DR.201 PRE55URES,AS DETERMINED FROM A5CE 7-10.ARE TO BE MULTIPLE ¢ x '� 4 ¢ x -' A ¢ ¢ / ¢ a C 1 / DAV I E, FL. 333 14 BY O.G. X f X X i H_W 4 i Tel.:(954J SBSA304 z i UNGCOM 5-MATERIAL:ALL WOOD MATERIAL TO BE FABRICATED FROM KILN a /'4 a '4 F i 4 /' 4 A,0�.Rag / DRIED MAHOGANY. i i •••••, \DE.... �. trJ ' F 6-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS.INSTALLATION AND NS N 2609 = LOADS AS PER THI5 APPROVAL. 7-USE:IT SHALL BE THE RE5PONSIBNUTY OF THE CONTRACTOR, TYPE I TYPE 2 TYPE 3 TYPE 4 d'0 STA F ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: SQUARE 1/2 ARCH PULL ARCH LITE WITH PANEL ?�� 7.I-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO CONFIGURATION CONFIGURATION e�,•�0 R 1�..•` CONFIGURATION CONFIGURATION BE ATTACHED INSURING PROPER ANCHORAGE. 7.2-THE SITE 5PECIPIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WINDLOADS,LOCAL CODE REQUIREMENTS,DESIGNED AUG 27 2014 PRESSURES ETC. Eagneer Seal 7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. DESIGNED PRESSURE RATING Pedro De Figumredo-PE 52609 8-DISSIMILAR MATERIALS:MATERIALS,INCLUDING BUT NOT LIMITED Pd= ± 75 P51' MIAMI-DADS BCCO: TO STEEL,THAT COME IN CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA MAXIMUM FRAME SIZES BUILDING CODE. FINISHED WIDTH:FW=39 1/2• •fteouCY HMVIlBD FINISHED HEIGHT:FH— 123" ._,pbj g+ Rr Qe Md& WOOD TYPE: Hridln44Dnde a72?•f1 MAXIMUM DOOR PANEL SIZES: VERNACULAR NAME:TRUE MAHOGANY Awvp"�`�IY •• j1QQR MUM DOORMIaT :��36 JJ SCIENTIFIC NAME:5WIETENIA MACROPHYLLA G.KING TABLE OF CONTENT5: • DUORdPAIIELbIfI 1T•DPHi=i is, FAMILY:MSPECEAE �,, �"�' MINIMUM SPECIFIC GRAVITY: 0.45 de SHEEP CONTENTS ••• 1•ISI MMA,"ANY 5OU W 4 gAEL I OP 7 TYPICAL SINGLE ELtVATION5,DESIGN RATING,GENERAL NOTES RAISED PANEL:25 3/4'X 103 1/2' 2 OF 7 TYPICAL PAIR ELEVATIONS,DE51GN RATING SCALE: 08!02/2014 3 OF 7 TYPICAL ANCHORAGE LAY-OL T L.� 4 OF 7 TYPICAL CRO55 SECTIONS AND CLADDING OPTIONS • • • 5 OF 7 HARWARE LAY-OUT W:• •� FI }. D EIGI�1,•• ••• DESIGN BY:PPMF • • G OF 7 ANCHORAGE DETAIL PRODUCT A550ADLY • • F4W-FINI*iED WIDTH* • 7 OF 7 PRODUCT COMPONENTS AND BILER) L OP MAIAlS • • • DLO-DANUGHT OPENRdG • • • DAi-UOfP PANEL HE1GHt • SHEET DRAWING k: DPI#-DOOR PANEL WIDTH I OF 7 12-1338 I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUPACTURER: ROATAN TYPICAL PAIR ELEVATION5 MAHOGANY USA, INC 4004C AURORA STREET CORAL GABLES,FL 33146 FW FW FW PHONE:(305)774-5999 DPW DPW DPW DPW DPW DPW FAX,(305)774-0083 MAX.36' MAX.36' MAX, 36' MAX.36' MAX.36' MAX.36' DL D DLII DLO DLO DLO DLO PRODUCT. MAX.25 MAX.25 MAX.25 MAX.25 MAX 25 MAX.25 MAHOGANY SWING-OUT DOOR 5WIETENIA SERIES q A A A OPAQUE DOOR 4 `� 4 WOOD PANEL OPTION ONLY A / \ A / \ LARGE t 5MALL M1551LE IMPACT \\\4 /-C'\ // \`\ C Q a 4 i' \`\ C 4 / \\\4 ENGINEERING: `4 a ENGCO INC. G 8116 M / ` x w `� y `\ 5595 ORANGE DR 201 a `\ Lx.. DAVIE, PL. 33314 D Tel.:(954)585-0304 O / \ N O (Y / '} \ E!!CCQA64a COM � N. u c C '" N ''•r H.•• \ v 4 �>E 2 . r��GENBF / as \\ i/ \`\ / E `\\ No. 609 i \\\\ i/ 4 4 \\ / a 4 \\` � 4 ��'O� 'c[O R 1 p''f`t1�•d \ 1 / ' \ / •••....,r..rrr•rr AUG 2 7 2o�a Ergeuer Spl TYPE 5 TYPE 6 TYPE 7 Pedro De Pigueirccb-PE 52609 5PLIT PANEL CONFIGURATION ARCH CONFIGURATION SQUARE CONFIGURATION MIAMI•DADE BCCO: /N610UIMMM —IAe-",k.•e„VloN1 i o'bl'•�` y_0772 11 Ar.rpl.wa N� Etpltigoe Mh �( .DESIGNED PRe551JR�Pp,Tlycz I a •PC:; -_7 9'P-1F• • er g w�•l MAXIMUM PRAME61yZ'•ALy16-,:: 00 • ••• • ••• �I�1�H D HEIGt1T: �23r• ••• MAXIMUM CLADDING SIZES: DATE:08)0212014 • •• I 112'MAHOGANY 501JD WOOD PANEL SCALE:NA • • • DE51GN BY:PPMP • • •• • • • • • • •• ••• • • • • • SHEET DRAWING 0: 2 OF 7 12-133R I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i TYPICAL ANCHORAGE LAY-OUT MAX. 39 MANUFACTURER: 75j' MAX. (SEE SHEET G Or 7 FOR ARCHOR DETAILS) 9 l 0 10 9 9 ROATAN *1 , 12 12 12 12 12 , 4 TOTAL + MAHOGANY 8 TOTAL '0. USA, INC ONE N N CORAL GABLES,STREET MIDDLE aT-F N ANCHOR N a N ID PHONE:(305)774-5999 .., A FAX:(305)774-0083 W m . U N N PRODUCT: L) N ¢ a. to N N N MAHOGANY a M SWING-OUT DOOR N J N ¢ N 5WIETENIA SERIES ¢ q, M N OPAQUE DOOR O m X ,�,� '. WOOD PANEL OPTION ONLY x¢ W Z N N N LARGE 4 SMALL MISSILE IMPACT W W t7 L3 M Z N N N ENGIN[[RING: _ ENGCO INC. CA•I IG -tM � � thN � � N 5595 OKANGE UR 201 DAVIE. PL. 33314 ONE Tel.:(954)565-0304 MIDDLE N a N eNG�R�Gt�1y;�•oM Igloo ANCHOR l—4Uo -itu ^xtl �'<0<<' DE I� ^ �7d33 7d33l` ANCHORS SPACED ANCHORS SPACED g 10 10 g3 4 TOTAL 9 10 10 9 40- 26�y F�7i�_ 12 12 12 12 12 AT MAX. 12' OC AT MAX. 10' DC d '* *� MAX. 39 STA F ONE J nw S/ONAL E� d` fu MIDDLE 41- AUG 7 2014•*' ..<'"'� ANCHOR ru Engineer Seal FRAME Pedro De P:guaredo-PE 52609 W9 ;01 MITTER N ¢ N b=:MIAMI-DADE B : M JOINT M N X rROnucr NKvt5F.11 N Q ¢ U S a<o•plylnx wqA Um N...W. N J N 9nidiryl Cod, rn¢ 75 j' MAX. ¢ -9m ZZ-// a bi y o N MAX. 39 nMi E+IMrnNw I>ra F HC) N W )- N _ V • •• • • to•- •.._ ••• emA D<d< ¢ N roAwl Cv4•I C3 • • • •• • W • • 31 -•m • N 04 •• b N•• �•N • •• ONE MIDDLE N N DATE:OW212014 ANCHOR un ••• • L&_0_ •t�� •• ••• SCALE:NA • • • I�Iro • •. nlm DE51GN BY:PPMF • • 10 712 12 12- 1 12-1-V2 W 4 • • • A 10 10 gj SHEET DRAWING#: 75�' MAX. 39A' MAX. 3 OF 7 12-133R1 ••• w • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUFACTURER,- CLADDING ANUFACTURER:CLADDING OPTIONS TYPICAL CRO55 5ECTION5 ROATAN ME KTAA IN UaT n GL2 SEE MAHOGANY _I CLADDING USA, INC DETAIL 1/4' BEAD 12F DOW q� 4004C AURORA STREET CORNING 995 SILICONE vW!� GL2 D2 CORAL GABLES,FL 33146 a a /' F 1 PHONE:(305)774.5999 N 12x 1 1/2' WOOD SCREWS a !� SEE SHEET G FAX:(305)774-0063 @ 9.5' OC STARTING ro9 / �\ FOR ANCHORAGE •D4 D3 AT 11/2' FROM EA CORNER I ) PRODUCT. #8X2 FHWS D4 1D3 MAHOGANY SPACED AT 3'OC o GL2 ? SWING-OUT DOOR STAGGERED O N 5tA FTENIA SERIE5 q OPAQUE DOOR DS N W, = WOOD PANEL OPTION ONLY SEE n a W LARGE 4 SMALL MI551LE IMPACT CLADDING/ D3 z DETAIL D4 4 I D3 a ENGINEERING: v J- 0 ENGCO INC. CA 6116 SEE SHEET 6 t x D4 5595 ORANGE DR.201 FOR F1 DETAAILLSHORAGE / _ �, DTeI(954)IE L. 33314 585-304 W O x ENGC9 .COM x2(SEEsxtty HQ < ° DI a d` DE f IN4(SEE SWEr sl a GL2 4 e ``' ��t`•'• _� u ti 4 �`r4o•4�CEN8F'y�� x4 0 4 (RAISED I u No. 2609 I PANEL INTERIOR i 0 4Y G2 SEE SHEET 6 �fl STA . F 1y� FOR ANCH13RAGE •��s"e_�0 R �P'�\��i� EXTERIOR DETAILS G2 F s,•s`��ONAL Ea,. F2 •.....r.tSeal C , AUG 2 20% e E••••.DOOR PANEL WIDTH EN.—" Pedro De Figueiredo-PE 52609 G1 MIAMI-DADC 8000: SEE SHEET 6 FOR ANCHORAGE DETAILS w(69ucT NrvTeeD FRAME WIDTH (FW)- 4n<n•who.11%It-MIMI F I F I luidln{Code 2z 11 Atc<p1m<s No go Sao a • • • •• SEE SHEET 6 >EsP1nt1on a1f RAISED r2 • • • •R S • D FOR ANCHORAGE 1 D2 PANEL D6 •• •• • •PW'E •• �• DETAILS DWiYrodwt Cvdni • • • • • • G2 D4 • 3••• •• • • •• G2 F G2 D4 INTERIOR INTERIOR DATE:08(10212014 5CALE:NA ••• DENGN BY:PPMF w • • IXrCR10R E)gmOR • 4 GL2 D7 4 • L2 • • • SHEET DRAWING M: HARDWARE HARDWARE 4 OF 7 12-133R1 NOTE I DOOR PANEL WIDTH DOOR PANEL WIDTH NOTE 1 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • i MANUFACTURER: '3-NATIONAL.60'DIAM.THROW BOLT HARDWARE LAY-OUT ROATAN MAHOGANY X4 13 ■4 USA, INC 2 3/4'--{ ,Kq ■3 4 TOTAL-\ TOTAL 4 TOTAL 2 TOTAL xl 4004C AURORA STREET 8 TOTAL xl CORAL GABLES,FL 33146 PHONE:(305)774-5999 r \ ♦♦ 4 TOTAL FAX:(305)774-0083 i ♦`♦ i `\ + ``♦ 4 31t 1 i ♦`♦ M q / PRODUCT. ` 8 TOTAL / `\ w ca -m i `. . ♦ a W m . MAHOGANY (6>#14X1 1/4' /� ♦\ i' �`♦ ti a a i' SWING-OUT DOOR WOOD SCREWS ` m / ` } V) i 5WIETENIA SERIES .n a J } j OFAQUE DOOR \ N a J WOOD PANEL OPTION ONLY ACTIVE INACTIVE \ ACTIVE JCTi c''I p j "I r LARGE F 5MALL MISSILE IMPACT W O fU M a, W W ♦ X2 ENGINEERING: C3 0 DOUBLE PLATE N `�♦ ' ENGCO INC.082' THICK ` + Lo `STEEL \\ \\ = z `♦ 5595 ORANGE DR 201 OO \ r \ -'m `♦ DAVIE, FL. 33314 ♦ M 0 ♦ Tel.:(954)585-0304 `�` i+ cu ♦` a N `♦ ENGC COM ......••° vvm r - o,e — T —r 7—L }�4 No. 609 ac4 •* *_ .0 1AT F p� 108' STEELr KEEPER HARDWARE p�'c F�OR1 r' I-4 1/2'x 4 I/2'x.136 HAGER 1 279 HINGES SPACED A9 PER xL4 �y �a�d•..• O (2)#14X I 1/4' ELEVATIONS AT30VE AND CONNECTED WITH(8)b l Zx I 1/4' xl4 3x 1 ./Q�A1�° •• °� WOOD SCREWS FH 5M5.(SQUARE DOOR,4 PER LEAF AND ARCH DOOR,3 4 TOTAL 2011 '+••++•+•c"• ® PER,LEAF) AUG 2 2-ARDIMPIX THREE POINT CREMONS ON ACTIVE LEAF � � Ergu3eer Seal FA5TENED WITH(12)N I OX 1 12'FH 5M5. r Pedro De Freaamlo-PE 52609 �--2•-� 3-HARROW PRODUCTS INC.FLUSH BOLTS 2966 UL LISTED >«1 I N TOP AND BOTTOM OF INACTIVE CFM. 4 TOTAL M MIAMI-DADS BCCO: 4-SECONDARY LOCKS(ACTIVATE ONLY WHEN HURRICANE + FORCE WINDS ARE EXPECTED)-NATIONAL 0.60 DIA THROW i BOLT ANCHORED WITH(6)N 14X 1 114-ON ACTIVE AND i i INACTIVE DOORS TOP AND BOTTOM RAILS. m i FpV•UCT`M1�tu nwi& '2-ARDIMPEX THREE POINT CREMONE5 tuWlµColo SAME DETAIL TOP AND BOTTOM + AwpuMe N./q--O 21•I! 10 (U00 000 0 0 m r> \ I TOP & BOTTOM MID GUIDE LOCK • • hp�- x2 ` 3,2 w..Im4 Fro46e0 ♦ N a `♦ co ♦� DATE:08/02/2014 ` ♦ SCALE:NA ••• `� `\♦ DESIGN 61':PPMF • • \ • • uNo nxo • • • • • <2) #10X1 1/2' (2) #10X1 1/2' (4) #10X1 1/2' ••s 0 ••• •• ••• i• 5HEET DRAWING N: WOOD SCREWS WOOD SCREWS WOOD SCREWS -q 114 SOF 7 !2-133R1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUFACTURER: TYPICAL ANCHORAGE DETAILS ROATAN FRAME WIDTH MAX. FRAME WIDTH M/4 ' FRAME WIDTH MAX, MAHOGANY <FW) 1/4' I (FY) I (FW) 1/4' FRAME WIDTH 1 /4' USA, INC Max. 1(14 SS WOOD SCREWS 1/4' HWH CORAL GABLESRORA.FL DRILFLEX CORALOABLES,FL33146 1/4' ELCO 1/4' ELCO OR 1/4' ELCO ULT;..OK 1� FT RUCK BY ELCO PHONE:(305)774b999 ULTRACUN ••'� ULTRACON i BY OTHERS FAX:(305)774-0083 PRODUCT: '•%- � , •• MAHOGANY e SWING-OUT DOOR EXISTING SWItTtNIA StRIt3 'A.-,'' d.° j STRUCTURE OPAQUE DOOR WOOD PANEL OPTION ONLY B(I[RIOA LARGE 4 SMALL MISSILE IMPACT •� •�' •. I ENGINEERING: a 4" 18' ENGCO INC. CA6116 OPTION I OPTION 2 OPTION 31 OPTION 4 5595 ORANGE OR.201 FRAME WITH MAXIMUM 1/4'PT WOOD SHIM FRAME WITH MAXIMUM 1/4'PT WOOD SLUM AND FRAME:WITH MAXIMUM I/4'PT WOOD SHIM FRAME WITH MAXIMUM 1/4'PT WOOD SHIM DAV I E, 14 114'ULTRACONS BY ELCO WITH 1 1/4'MIN. I'X PT CONT.WOOD SPACER AND 2'X PT CONT.WOOD BUCK BY OTHERS 1/4'-20 HWH DRILFLEX SELF DRILLING SCREWS BY Tel-:(954))5855-0-0 304 EMBEDMENT INTO MASONRY 1/4'ULTRAGONS BY ELCO WITH 1 1/4'MIN. N 14 55 WOOD SCREWS OR 1/4,ULTRACON5 WITH ELCO INTO MIN.I/8'A36 STEEL ;p ,901&%;COM (SEE SHEET 3 OF 7 POR ANCHORS LAY-OUT) EMBEDMENT INTO MASONRY I I/2'MIN.EMBEDMENT INTO WOOD(SG—.55) (yEE SHEET 3 OP 7 FOR ANCHORS LAY-OUT) cOc (SEE SHEET 3 OF 7 FORANCH095 LAY-OUT) (SEE SHEET 3 OF 7 FOP,ANCHORS LAY-OUT) •DENFI�4N�•.L r\ 8' s �No. 2609 1 ACTIVE A57RAGAL IN5TAU ATION TO DOOR 5TILE SAME DETAIL TOP AND BOTTOM T 4y i/ ' STARTING OF #12X1 WOOD SCREWS SPACED AT 5' DC �'.yPO'� 'w�ORI��'' PP 2 FRAME AND DOOR ASSEMBLY AUG 7 Engineer Seal p O O O O O Pedro De P�gu do-PE 52609 � TYPICAL CORNER FRAMING TYPICAL DOOR CORNER CON5TRUCTION CON5TRUGUON O O MIAMI-DADS PGCCO: FLUSH-BOLTTM CLUSTER OF (4) 412X1 CLUSTER OF TDP 6 BOTTOM (3) 48X2 PH AROUND FLUSH BOLT (8) #12X1 v00D SCREWS HARDWARE SPACED AT 1 3/4' .IAMB STILE TYPICAL DOOR ssa pcl'►uvhI)1c CORNER ASSEMBLY u•••gCtAt 6wH�IMc FM(1M MORTISE AND TENON tvl --N CHEM BOND WW25 �l etplgl.No •0Z•v GLUE APPLIED TO / CHEM BOND WW25 Ettpin(Iw Dc1e CORNER CONNECTION GLUE APPLIED TO •• ••• • • • • •• INACTIVE A5TRAGAL INSTALLATION TO DOOR 5TDF • • • • • • • • • CORNER CONNECTION SAME DETAIL TOP AND BOTTOM • • •• • • • • Nlr•l IMd r vcI Cu�hei • •• • • • • ••• • •• • • •• • • • •• DATE:08/02/2014 SCALE:NA • • • ••• •• ••• ••• DESIGN BY:PPMP TYPICAL gl2Xl WOOD SCREWS • • • SPACED AT 14 1/2' DC 2' • • • MOTE:ANTER REAMING WKiE • • • • • • ALL JOINTS ARE TO EIE SEALED SEALED • • • • • MITA DOW 995 SILICONE. SHEET DRAWING p: • • • • • G OF 7 12-13381 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUFACTURER: PRODUCT COMPONENTS AND BILL OF MATERIALS ROATAN MAHOGANY DOOR PARTS CLADDING FRAME PARTS USA, INC 05 MID RAIL D3 4004C AURORA STREET D I EXTERIOR GL2- 13/4'50UD CORAL GABLES,FL 33748 MOULDING MAHOGANY PANEL BOTTOM RAIL 1.00 1.50--}--1.50-^I--1.50� 1.00 F NE:('0)7999 1.25 I I -T 0.88 N n PRODUCT: MAHOGANY SWING-OUT DOOR SWIETENIA SERIES v, OPAQUE DOOR wo 2.63 3.88 WOOD PANEL OPTION ONLY LARGE A SMALL M1551LC IMPACT 0,57 -6.50- 1 75 N ENGINEERING: D4 N FI-JAMB5AND HEADER ENGCO INC. CAenc INTERIOR A 5595 ORANGE DR.201 0 MOULDING z DAVIE, FL. 33314 0 a Tel.:(954)585-0304 1.33 6.50 . 'C, �f��OM ,•�o �, DE FSG2 " 2.250.95 2.56--1 1.44 2.50 �••SQ�,�� ENB lcj ct RASE ff TFIEE ��••+ KWW?y PL Its2609 g t a ,T 4 No. s N kTzAmfti • '. _ STILES AND TOP RAILto °D ^ i STAT 0.62 •' --{ 1.00 1,DO � 1.50--�--1.50--�•-1.50--� 1.00 I At1G2 7 2014'•~•��"j1,• D6 INACTIVE LEAF E . A5TRAGAL F2-THRESHOLD PPqg Se•I edro De ueveGo-PE 52609 2.25 0.50 0.36 MIAMI-DADS BCCO: RAGE OF IWE ,63 a R4WM RIES BILL Of MATERIALS rk4jU0CT NrV1yED GASKETS '80,. D7 ITEM D RI ION 51ZE MBOTTOM RAL 2.25,X I(y .50 Id1rV Code Aa•pana Ne -C 2 //� ACTIVE LEAF • •• • 5•x 4,75' MAnoGANr 6•pinlb•D•tt EXf L G 1.507(1 25' MAHOGANYWOOD ASTRAGAL m : N INT MO LgNG 1.507(1.375' MAHOGANY WOOD 2' ►�f1•wl Mde ,aA•d Cx� M 2.257(G.25' MAHOGANY WOOD tD 2.25 2,13 N •N • M IV ASTRAG 3.507(1.50• MAHOGANY WOOD N FADE Q T)fH • •• E T 13' MAHOGANY WOOD In XAHIGAlIY PLIES 1,DOSOLIDPAN 7 t7 P I JAMB AND HEADER !.75'X6 50' MAHOGAfY WOOD P2 91LL 1.6757(6.50• MAHOGANYWOOD .65 DATE:O&O2/2014 GI 80TTOM RA0.G0.9FET 1 2.25980.5• 1 PEMKO V80D5 VRhL GI SCALE:NA • • K'• • •FRAME 9E% ••#0.65780.58• 5CHEGEL 005 650 BOTTOM RAIL G2 DE5IGN BY:PPMF ODS 650 SGHLEGEL •• • •• •• • •• PEMKO V8OD5 WFATHER5TRIP In � • •• • • • • • • •• SHEEP DRAWING M: o T 1.60 • s • • • 7 OF 7 12-13381 • • • • • • • • • • ••• • • • ••• • • M IAM I•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RF.R) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ii-Ni-w.miamidade.gov/economy WinDoor,Incorporated 7500 Amsterdam drive Orlando,Florida,32832 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- i 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 revolve, 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. T�.ye_ l I P�,I I DESCRIPTION: Series`7000"Aluminum Sliding Glass Door W/WO Reinforcements-L.M.Impact APPROVAL DOCUMENT:Drawing No. 08-01663 Rev C,titled"7000 HP Series SGD-LMI",sheets I through 14 of 14,prepared by manufacturer,dated 07/03/12 and last revised on 04/17/2013,signed and sealed by Luis R.Lomas,P.E.,bearing the Miami-Dade County Product Control Approval stamp�yith the Notice of Acceptance number and approval date by the Miami-Dade County Product Contvpl Sectipn'••• •• ••• MISSILE IMPACT RATING: Large Missile Impact Resistant •• •• Limitations: . .. ...... 1. See Design Pressure Vs. Sizes,Reinforcement,Sill adapter in sheet 2. """ ;•• • 2. The approved configurations are 4 panels or less. See anchors requirements fer hvopthree or dour+ ' .... ..... tracks configurations in sheet 3. See glazing option in sheet 4. . .. ••0000 •• 0 •; . LABELING: Each unit shall bear a permanent label with the manufacturer's name or4ge;city, ;atewAid ...... series and following statement: "Miami-Dade County Product Control Approved", n(:083fteiln. • RENEWAL of this NOA shall be considered after a renewal application has been ft[ed atldtherelms4een no change in the applicable building code negatively affecting the performance of thit4vbdOct. ••• ;•••• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ttange in the materials,use,and/or 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. ADVERTISEMENT: 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. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page l and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 12-0820.09 MIAMIvNil OMEOW Expiration Date: June 06,2018 Approval Date: June 06,2013 Page l C I WinDoor,Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.08-01663 Rev C,titled"7000 HP Series SGD-LMP',sheets 1 through 14 of 14, prepared by manufacturer,dated 07/03/12 and last revised on 04/17/2013,signed and sealed by Luis R.Lomas,P.E. B. TESTS 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 2411 3.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass with and without Reinforcements,prepared by National Certified Testing Laboratories Inc,Test Report No.NCTL-210-3779-1,dated 05/08/12 signed&sealed by Gerald J,Ferrara,P.E. C. CALCULATIONS 1. Anchor verification calculations complying w/FBC-2010,dated 07-09-12 and last revised on 12-20-12,prepared, signed and sealed by Luis R.Lomas,P.E. 2. Glazing complies with ASTME-1300-02&-04 D. QUALITY ASSURANCE • ...... . .. ...... 1. Miami Dade Department of Regulatory and Economic Resources .... . .. ..... E. MATERIAL CERTIFICATIONS ...... .. ..:..' 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNOMOMA &C&.,W. for ...... the"DuPont Butacite PVB®",expiring on 02/11/16. ;••;•; • . . . . ...... F. STATEMENTS •• ••• • 1. Statement letter of conformance to FBC 2010 and"No financial interest",datetl'67;03/12, prepared,signed and sealed by Luis R.Lomas,P.E. 2. Lab compliance statement,as part of above referenced test report. G. OTHER I. None l �uw� Isaq I.Chanda,P.E. Product Control Examiner NOA No 12-0820.09 Expiration Date:June 06,2018 Approval Date: June 06,2013 E-1 REVISIONS rc DATE APPROVED REVISED APPROVED CONFIGURATIONS 04/17/13 R.L. NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1X BUCK TO BE PROPERLY SECURED. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED 6063-T6 ALUMINUM. 6. UNITS MUST BE GLAZED AND COMPLY PER ASTM E1300-04, SEE SHEET 4 FOR GLAZING OPTIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO WOOD FRAMING OR (2) 2X BUCK USE #12 WOOD SCREWS (GRADE 5) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10.FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. ALL FASTENERS TO BE CORROSION RESISTANT. 12, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 13. APPROVED CONFIGURATIONS (4 PANELS OR LESS) X. XX, OX, X0, XXX, OXO, XXO, OXX, XXXX, OXXX, XXXO. 14. SGD TO COMPLY WITH FOC EGRESS REQUIREMENTS AS APPLICABLE. TABVV_•dF t0nFL`4S • • • • •• SIGNED:04/17/2013 SHEET NO. •• DES PT A• • • • • • VY 7500 AMSTBRDARL DRIVE � R �\11111111////� 1 GENERAL NOTES • • • • • • • • • ild"'oOr ORLANDO,FL 32832 \t \\\ o •�0,�9�� •• • INCORPORATED r.X481 � wm�a windoodm. \r•'�GENs' Sf/.rte' 2 ELEVATION com �. R•• Appmed as em*wgWIAas 7000 HP SERIES LMI REINFORCED • 0 6� N .f ANCHORING LAYOUT AND NOTES }��gy� �� E tV� 4 BILL OF MATY A •GLAZING•RETAILS• ••• ••• 1rRro v �?°!; & NON-REINFORCED STA a� NYAN-_s'� GENERAL NOTES � 5 - 9 CROSS SECTIOIE • • • • • D11eIn1lhRlepradM ' ioi'. DRAWN: DWG ND. REV //O�� pR1�•�N 10 - 12 INSTALLATION MLS •• • • • • • • •• BY�sa� /•�F'!Y��' A.P. 08-01663 C ��i7sS/QNA1 �a6\\\ 13 - 14 COMPONENTS SCALE NTS DA'r 07/03/2012 ISHEEll OF 14 ��JI11111111��` Jlk ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 193 7/16" MAX FRAME WIDTH REV DESCR PTION REVISIONS DATE I APPROVED 48" MAX 41 3/8" D.L.O. C REVISED APPROVED CONFIGURATIONS 04/17/13 1 R.L. NEL NOMINAL PA --{ q WIDTH I 5 REINFO CEMENT REINFORCEMENT PANEL CONSTRUCTION: PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-T6 NON•AEI FO NON-AEI FO NON-REI F C D ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE C 1 D E HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH 8,8 6, 8,8 (3) #10 x 1 1/4" SO. DRIVE SCREW AT EACH END. ALL PANELS HAVE AN INTERIOR FIXED GLAZING STOP AND AN 88 1/16" I F EXTERIOR APPLIED GLAZING STOP. MAX D.L.O. O X I II X X FRAME CONSTRUCTION: EACH FRAME CORNER 15 NOTCHED AND BUTTED. HEAD AND 96 1/16" I 26 'I 26 SILL ARE SECURED TO JAMBS WITH #7 x 1" TYPE F SCREW. MAX B 26 (2) AT EACH CORNER ON 2 TRACK FRAME, (3) AT EACH PANEL I -� -i- I f- CORNER ON 3 TRACK FRAME AND (4) AT EACH CORNER ON HEIGHT 4 TRACK FRAME. 1. 98 REINF RC I REINFORC RE INF AC MAX G. FRAME 7 g 7,9 HIEIGHT 40" SERIES 7000HP SOD NON-REINFORCED MAX W/SILL RISERS ITEMS:3,4.5;62,63,P1,63 6 64 ------ - I II Maximum design rassure ca acI chart N Frame Panel Width(in) T24.030.30.0 36.0 4Ias Nag Pos Nag Pos Nsy Pos0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 0 90.0 50.0 900 60.0 90.0 0 90.0 80.0 88.5 80.0 78.9 50.0 71.9 0 80.0 80.0 815.3 80.0 78.9 60.0 70.0 7000 HP SERIES ALUMINUM REINFORCED AND NON-REINFORCED SSERIES SODREINFORCED SLIDING GLASS DOOR I W/SILL RSERRSSITETEMS:b S 53,54 83 S N EXTERIOR VIEW REINFORCED UNITS z$� Maximum design reswre capacity chart s/1 i` NON-REINFORCED UNIfS W/SILL RISER ITEMS:4.4 53.64, 6 64 W/Sit L RISER ITEMS:S,4,A 62,53,5�64 Frame Frems PenslWldlh(In) ltelgne 24.0 30.0 36.0 4a.o 4a.o DESIGN PRESSURE RATING IMPACTRATING DESIGN PRESSURE RATING IMPACTR ` (in) I Poo I Nag I Pos I Ney I Pos I Neg I POO I Mey I Pos I Nay \J e0.0 80.0 9010 80.0 g0.0 80.0 80.0 8D.0 00.0 8010 90.0 URGE AND SMALL +60.0%70.0 PSF LARGE AND SMALL e'N 80.0 9010 BO.o 90.0 80.0 90.0 60.0 90.0 8010 90.0 +80.01-90.0 PSF MISSILE IMPACT MISSILE IMPACT J 90.0 80.0 1 90.0 1 80.0 90.0 1 80.0 I 911.0 80.0 D0.0 8010 90.0 9&0 60.0 1 90.0 1 30.0 90.0 1 80.0 1 90.0 80.0 1 90.0 1 8010 1 90.0 MISSILE LEVEL D,WIND ZONE 4 AND 14VHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ \\) SEE CHART BELOW FOR SMALLER UNI S RATINGS • • • SE.CHART BELOW FOR SMALLER UNITS RATINGS SIGNED.04/17/2013 .00 • • •• • • • • • 7500 AMSL'BRDAM DRIVE \\111111/I/ • •• • • • • ••• • WinDoor ��V, R L 0 zz ORLANDO,PL 32832 FORMULAS FOR PANEL & D.L.O.: • • • • • • • • • �� \g••'••M �i •• ••• •• • • • •• INCORPORATED p pTNiM.ose a�vw•.aindoori�.mm V•��G E 111!0,(p�'ri� PANEL HEIGHT = FRAME HEIGHT - 1 15/16" D.L.O. HEIGHT = PANEL HEIGHT - 8" wPPlovad ea torDMatMMgls D.L.O. WIDTH = PANEL WIDTH - 7 1/4" �tddaD69ldlMt 7000 HP SERIES LMI REINFORCED =* E • ••• ••• ••• ••• ••• NOAi 1- & NON-REINFORCED ELEVATION ��0 AT OF 40- • • • • • • • 811sr1 adtP ice•• � • • • • • • ORAWNe OWO NO. REV �i • 10R%O"• �� • • • • i • • i • • D7 �L Ste.�L s- A.P. 08-01663 C ��i�sS/�IVA1 ••• • • • • • SCALE NTS JDAIE 07/03/20`12 ISHEET2 OF 14 //II f I II I 111\\� ••• • • • • ••• • • NOMINAL REVISIDNS PANEL WIDTH SEE CLUSTER DETAIL BELOW REV DESCRIPTION DATE APPRDVED 18" 18" 18" 18 C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L. 6" MAX MAX / MAX MAX / MAMAX F,-\ MAX 6" MAX 2 TRACK 3 TRACK 4 TRACK 1 15/16 �-3 7/8 t. _15 13/16 6 1/2" MAX AX / / / 6 1/2" MAX MIN. MAX. T—' MAX. Y Y Y U U U z0 z0 z0 17" N F o� oa o 17" 3 16" 5 a 4a 1 3 8" 5/ 1/4" MAX O.C. o o F o r N MAX O.C. MI — { MAX. 71MAX. z? z? z? m --T ANCHORAGE LOCATIONS NON-REINFORCED AND j o o o m N I FRAME REINFORCED AT HEAD AND SILL. (FOR FURTHER J o J o 0 0 HEIGHT DETAILS SEE SHEETS 10 - 12) 0 0 m 4 TRACK m �N tn Ww~ a I 3 TRACK S > > Wi 0 � L2 TRACK m m m � 5 13A 3 1/2" 1 15/16" MIN{ 3 1/8" MAX. MAX T-- _ I 6 t/2 MAX ANCHORAGE LOCATIONS NON-REINFORCED AND REINFORCED AT JAMBS. (FOR FURTHER DETAILS SEE CLUSTER DETAIL BELOW TWO (2) INSTALLATION ANCHORS SEE SHEETS 10 - 12) PER LOCATION AT HEAD, ANCHORING LAYOUT NON-REINFORCED AND REINFORCED UNITS SILL & JAMBS VERTICAL CONDITION 4PANELS UMTSHOWN..APPUCABLEToALL 4PANELS ORLESS (LOCK STILE/INTERLOCK) CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN VERTICAL CONDITION (LOCK STILE/INTERLOCK) 3" MAX. 3" MAX. I 34MAX. - 3" MAX. 3" MAX. 3" MAX. 5 13/16" (HEAD) 5 1/4" (SILL) 3" MAX. 3" MAX. 3 7/8" (HEAD) MIN SEPARATION 3 5/16 (SILL) VERTICAL MIN SEPARATION CONDITION (LOCK STILE/INTERLOCK) 3" MAX 3" MAX , 3" MAX 3" MAX 1 15/16" (HEAD) EXTERIOR EXTERIOR 1 3/8" (SILL) CLUSTER DETAIL(HEAD/SILL) CLUSTER DETAIL(HEAD/SILL) MIN SEPARATION•• 009 • • • • • *T*gACKSYSTEM 4-TR4CKSYSTEM SIGNED:04/17/2013 ••• •• ••• • • ••• ••• WiflDoor ORLANDO,[S'1'BRDAA 3DRIVL' `\\`J\$11R •• ••• •• • • • •• INCORPORATED rs aue+mm w+w.windoodnc.00m `�.•"\O E iv y 4p ANCHOR CLUSTER DETAIL(HEAD/SILL) 7000 HP SERIES LMI REINFORCED =*; �ATOOF 2rRACK ra.ala ode & HOH-REINFORCED tu-REINFORCED AND NON-REINFORCED • ••• ••• ••• ••• ••• ANCHORING LAYOUT AND NOTES Iu� AT HEAD&SILL(ANCHORAGE W EXTERIOR TRACKS) p. ••• • •• •• • •• i M^� ` DRAW -N0. REV ii�'P�S ••� �• ••• ••• ••• :• RY &.ice A.P. OB-01663 C / S SCREE NTS JDAIE 07/03/2012 Is"" 3 OF 14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIAL REVISIONS N . PAR NO. DESCRIPTION 1 FS-04 2T FRAME H KEYMARK6063-Ts- 2 - 6 acv DESCRIPTION w1E APPRDVED 2 5-04 31 2T FRAME JAMB KEYMARK — C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L. FS-04 5 KEYMARK 06, — 4 FS-045 6 YMARK-6063—T6 5 -4 4 KEYMA 5063—T5 1/4" MAX 6 S-045 2T FRAME SILL PAN INSERTK 63—T6 AIR GAP 3/4 " O.A. FS-04313 AME HEAD TRACK COVER K YMARK 6063— 8 FS-04501 S JAMB TRACK C K YMARK 150156—T6 1/8" HS 9 FS-04509 FLUSH AMB VER KEYMARK — 1 F — PANEL STOP SILL COVER A K 6063—T6 .090" PVB BY DUPONT 11 S-04332 PANEL TOP HEAD COVER KEYMARK 6053—T6 FS-04631 TOP AND BO OM RAIL KEYMARK 60 - 6 3/16" TFMP 1/8" HS 13 FH-04327 PANEL ST KEYMARK 6 14 FH-04b16 PANEL INTERLOCK LEFT HAND STILE KEYMARK 6 —T6 ALUMINUM SPACER 37 15 FH-04515 PANEL INTERLOCK RIGHT T f ND STILE KEYMARK B63—T6 48 SYSTEM FH-047 MALE UTT STIL KEYMARK 60 3—T6 17 FH-04790 LOCKING DUTT STILE KEYMARK 6063-16 42 42 Z CLIP 18 FH-04505 INTERIOR FIX D B STILE O S T KEYMARK 6063—T6 19 F — 1 0 ER _ K YMA K 6063—T6 EXTERIOR 20 FH-04503 INT L CK EINE RIG BAR _KEYMARK 6005-T5 37 21 FS-04533 KEYMARK 6063-T6 1" BITE INTERIOR 22 FS-04524 KEYMARK 6 -T6 23 FS-0539 -CLIP KEYMARK 6063-T6 24 5000 SS PDR TANDEM ROLLER SS 25 2186MI-INT TRADITIONAL INTERNAL TYPE A HANDLE SET 49 \ 7014_SS_DLPA DUAL POINT MORTISE LOCK & KEEPER S 22 GLAZING A 4 27 OWI1023BOR7503 RUBBER PANEL BUMPER 61 -IN TP 876 INTERLOCK FRAME JAMB 1 29 PRE-PACK B TANDEM ROLLER ADJUSTMENT HOLE COVER PANEL TOP GUIDE 31 BUTT SCREEN ADAPIER COVER KEYMARK 6063-T6 \ 32 LO H 33 IB-x--144" 9LT-MY—s-c-REW PH S la XROLLER_INSTALL. WS H SS 41 5 PANEL ASSEMBLY SCREW S . DRIVE PPOINT SS 8- - 7/16" O.A. FRAM ASSEMBLY PH TYPE A 410-SS STILE 010 X 3/4" IN M I A I N H 090" PVB BY DUPONT SCREEN LI 3/16" HS TF LOCK INSTALLATION SCREW FH TYPE A SMS SS 18-8 441 3/ i6" HS 42 GS-VN-05A [�_CLASS, EXTERIOR 43 -V - /16-GLASS 44 IT5044AMK 11 1 as L 43 43 Z CLIP(ITEM 23)ATTACHMENT DETAIL SPER STRIE 1" BITE 49 P3JCLIPS USED 49--GL / W 1 K ASS AC 4 THICK H IMA 00 LOCATE CLIPS6'FROM INTERIORTOP AND BOTTOM AND AT 50 FS-04511 3T FRAME HEA KEYMA K 063-T6 MALE OF PANEL 51 FS-040 3T FRAM JAMB KEYMARK 6013-76 F - 45 6 KEYMARK 6063-T6 21 GLAZING B 61 53 -04 07 KEYMARK 606 -T6 54 S-46255 KEYMARK 606 -T6 55 FS-04508 3T FRAME SILL PAN INSERT KEYMARK 6063- 6 FS-05364 U SC EEN ADA KEYMARK 6063-T6• • • • •• SIGNED:04/17/2013 7H-02300 A M AIL K RKI eM 58 FH- N STILE K MARK 6 3 T6 : 111111// F -02650 OXX STANDARDSC SCREE AAL K ARK - 7500AhISTRRDAMDRIVE \\\\ /11 S- I K K 3-T6 �•� •• WinD0or ORLANDO,FL 32832 1 SETTING BLO K 0 M • • • •• INCORPORATED 62 FS-04523 4T FRAME HEAD KLYMARK 613-T =,�+mietosos .+ww.u4ndoorin<.com `V,'v\ t4�,•,tS+ 63 FS-04527 KEYMARK 6063-T6 ApprwM st templyingutth ttn 64 FS-045 KEYKEYMARK 606SC)G3-T6 I'lled"BM 1 7000 HP SERIES LMI REINFORCED =� y81261 a� 5 IFS-04530 4T I INSE KEYMARK 606 -T I)Ilte f3 & NON-REINFORCED t • ••• ••• ••• N BILL OF MATERIALS AND GLAZING DETAILS TAT OF 66_FS_04532__ • • • MbW had Coetrol O•••/� . �� ••• i • •• •• • •• • DRAWN: DWG ND. REV ��' •10 RIO'.• �� ••: :• ••• ••• ••• 0• 8y �a A.P. OS-01663 C SCALE NTS °ATE 07/03/2012 1 SHE"4 OF 14 //11111111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRIPTION DATE APPROVED C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L I 50 n_ 4. L j 4 1 62 T%VNP 30 45 11 X45 3 12 12 7 6 D2-- 5-L.raJ 6 61 22 4 22 21 4 4 49 42 42 EXTERIOR 42 EXTERIOR 43 INTERIOR INTERIOR 4343 42 42 3249 42 42 49 2 32 49 21 38 61 22 48 12 38 61 4 57 4 57 24 45 45 45 45 3 1 33 45 6 � O5 OR 4OOR 3 540R53 R52 65 eA A VERTICAL CROSS SECTION 64 OR 63 VERTICAL CROSS SECTION 3 TRACK FRAME 2TRACK FRAME UNITSMAYBEINSTALLEDWITHOUTSCREEN e VERTICAL CROSS SECTION 5 4 TRACK FRAME UNITS MAYBE INSTALLED WITHOUT SCREEN SIGNED:04/17/2013 • • ••• • • • • • 7500 AMSTERDAM DRIVE \ X0111111////7 / • •• • • • • ••• • WinDoor ORLANDO,FL 32832 \\\s R' L d 11/ INCORPORATED V- T�ieiams� www.erodooenc.wm ��J E 4 tMarawtfjl.y —A. 7000 HP SERIES LMI REINFORCED _*• 0 6 �»nsa & NON—REINFORCED • ••• ••• ••• ••• ••• ry I CROSS SECTIONS ��E OF � FOR ILLUARI�`f^ONLY •• • 0• Ftbwtnode ltrUtt ontlW i�.A•.F� p,• FOR INSTALC/QIO/gy�EL'D T/ilL9 • • • ey ls� 01"''" mvc No. REv ��,Os i ORIO�6\N, IN SHEETSyB�H II UGH 12• •• ••• ;• `�Z' �, f=�: A.P. OS-01663 C 7j/S ONAL �\\ SCALE NTS DATE 07/03/2012 SHEET OF 14 111111111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REV6WNS REV DESCRIPTION DAIE APPROVED C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L. INTERIOR 2 45 13 61 49 43 43 49 61 16 45 26 17 49 42 9 37 18 - 47 13 E ___ 49 43 49 61 42 M15 43 43 26 21 43 21 8 61 Z2 1 I 19 _ J a3 43 EXTERIOR 37 8 23 61 21 21LOCK STILES FIXED PANEL i 42 49 14 z JAMB eC FIXED PANEL I 48 as 9 eBSEE SHEET 4 FOR 6 INTERLOCK Z CLIP(ITEM 23) ATTACHMENT 19 DETAIL Tr j 42 13 47 42 / 49 49 22 28 I 42 M15 HORIZONTAL CROSS SECTION _ 2 TRACK NON-REINFORCED 19 42 � 15 61 22 42 22 6'. 40 26 g 8 INTERLOCK e INTERLOCK •• ..• • • • • • •• SIGNED:04/17/2013 • • •• • • • • • 7500 AMWERDAM DRWE • •• • • • • ••• . WinD oor ORLANDO.FL 32832 `�\��A R' Lo • • • • • • • • • • •• ••• •• • • • •• INCORPORATED TAW yO µ,ms iDdoo imcom V•��C E N8�9tP�� "0=0i■RwtmIN 7000 NP SERIES LMI REINFORCED �*• 0 6 Pal g NON-REINFORCED Q� Fwz • .•• 000 ••• ••• ••• ry ` CROSS SECTIONS �q0 AT OF FOR ILLUSTRATIONOIILY • •• •• pyp� ' •T -0�.•F[URIVP•\u� FOR INS TALLATM S&D&TAdt . • • . � /� /� DRAWN: DWG NO. REV i IN SHEETS 10 rl�OU*?12 0.0 •0• ••• ;• vyjic-; '`�"�` ` A.P. wIE 08-01663 c S�ONA \��\\ SCALENTS 07 03 2012 6 Of 14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRIPTION DATE A-PROVCD C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L. INTERIOR t s1 20 37 46 13 61 49 43 43 49 61 16 q5 26 17 42 9 — 13 49 49 61 — -- - 43 I 43 43 42 76 21 43 849 2221 1 19 37 43 43 20 37 EXTERIOR 61 21 20 21 LOCK STILES eg FIXED PANELG FIXED PANEL 7 7 JAMB e INTERLOCK SEE SHEET 4 FOR 14 2 ZCLIP(TTEM23) 42 49 61 20 37 ATTACHMENT 46 9 DETAIL 19 49 42 13 47 HORIZONTAL CROSS SECTION 42 22 28 42 49 45 2 TRACK REUUFOACED 40 1942 15 37 20 61 22 42 22 61 - 26 g C INTERLOCK 7rF- INTJAMB K .• ••• • • • . • •• SIGNED:04/17/2013 • • •• • • • • • 7500 AMSTERDAM DRIVE111111(/ll , •. •: : ; : : :•: •. WinDoor ORLANDO,FL 32832 \\\�� R' LO,�f///� •• •w• •• • • • •• INC0RPORATEll07y1eies• waw.windo«incmm `\V•�\C E NSA Approval acomplying With tM 7000 HP SERIES LMI REINFORCED *• • tb1talroaia�eQag a- � & � OTATO�5�0F '-hriz NONREINFORCED O TfA ••• Y ••• ••. ••• ••• CROSS SECTIONS FOR ILLUSi10MgONL *� DRAWN: ��'�F•.'c� \ \\ FOR INSTALZprlOM'•SEEtDF1AlLS•• • •• o �4 ., DWG NO. REV ORVA��IONA1 G\ IN SHEETS 1(;rIRCI�lfGH 12 • • • w • •• rte " A.P. 08-01663 C //8 !;\\ • • • • scaEE NTS Dam 07/93/2012 ISHEE77 OF 14 11111111111\\ ATI • • • • • • • • • • ••• • • • ••• • • REVISIONS REV DESCRIPTION WE AVPROVED C REVISED APPROVED CONFIGURATIONS04/17/13 R.L. 51 20 37 45 13 6149 43 43 49 61 16 45 26 17 61 43 9 INTERIOR 18 47 13 49 — -— - 43 45 49 43 43 61 I 43 24 21 43 g 49 1 21 21 1 19 37 --- 43 58 16 58 I e LOCK STILES 23 37 43 38 32 49 8 61 21 21 56 � 1 37 31 45 EXTERIOR 32 38 45 59 38 32 — FIXEDJAMB EL e FIXED PANEL - - - - - 51 9 SEE SHEET 4 FOR 9 INTERLOCK 49 61 20 37 P14 2CLIP(ITEM 43 `a I ATTACHMENTT v\ DETAIL 19 HORIZONTAL CROSS SECTION 40 3TRACK REINFORCED 13 4 UNITS MAYBE INSTALLED WITHOUT SCREEN 43 49 43 43 49 45 21 28 46 37 40 15 45 61 43 43 32 21 61 26 45 21 . . . . . . . 60 F INTERLOCK 8 38 JJ)INTERLOC 9 JAMB •• ••• • • • • • •c �3 " 58 SIGNED:04/17/2013 75M AMSTERDAM DRWE ••• ••� •� �•� ••• ••• W 1Jool: O�RLAN O,FL 3282 \\``J\011111111///1 INCORPORATED ,40,9,osm %�.mindoodnc.com `V,%,\CENS�••cA i' hPprorad u tou cap CbNAWkhtM 7000 HP SERIES LMI REINFORCED *• 0 P/407F• ••• ••• ••• ••• ••• � & NON—REINFORCED ,• �FOR ILL USTR TION LY • • • • '■ � oe1CROSS SECTIONS i�0• AT Q:z FOR INSTALLAAPONSEE QETA S •• • •• i oy �`.4y� DR^1+N DwC N0. 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(4 TRACK) (2) 2X BUCK/WOOD FRAME BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 12 1 WOOD SCREW 1 5/8" MIN. (2) 2X BUCK/WOOD FRAME EMBEDMENT BY OTHERS, 2X BUCK TO #12 BE PROPERLY SECURED _ WOOD SCREW BACKER ROD SHIM SPACE & SEALANT 1/4' MAX. BY OTHERS SHIM SPACE 7/8" MIN FASTENER HEADS MUST EDGE DISTANCE BE COVERED WITH APPROVED SEALANT BY OTHERS INTERIOR 3 7/8" MAX (3 TRACK) 5 13/16" MAX (4 TRACK) INTERIOR EXTERIOR EXTERIOR 7/8" MIN EDGE DISTANCE FASTENER HEADS 1 5/8" MIN. BACKER ROD MUST BE COVERED EMBEDMENT & SEALANT WITH APPROVED BY OTHERS SEALANT 13`! OTHERS #12 wooD 3 TRACK FRAME JAMB SCREW 2X BUCK4VO0O FRAME INSTALLATION SILL MUST BY 3TRACK SHOWN2It4TRACK SIMILAR SET IN FULL BED OF SEE ANCHOR LAYOUT SHEET 3 APPROVED SEALANT OR NON-SHRINK _ 1/4" MAX SHIM SPACE GROUT BY OTHERS 4,y8•+•• • • • •• SIGNED:04/17/2013 MIN. MBEDMEPQ •• • • • •: : : : : : : •. WinDoor ORLANDO,FL 3U32 ``\�\611k- L0 7/Ai , 3 5/16" MAX ••• •• • • • •• INCORPORATED F-WASIIAM wwk•.windmd—. `�V•v\GE lV3F 94p 7/8" MIN (3 TRACK) p"r oplyiDewith�h4 7000 HP SERIES LMI REINFORCED *• �� Oy8�OF EDGE DISTANCE 5 1/4" MAX _ (,fi 4 TRACK • ••• ••• ••• •ldQ" I & NON-REINFORCED a� ( ) • • • • • M��l� INSTALLATION DETAILS ��$TATU 3 TRACK VERTICAL SECTION • • • • .(°sda °°' 1 %� .F P ' 2X8Ul�VWOODFRAMEINSTALLAT/ON •• • • • • • •yy�,�j /!�„ DRAWN: DWG N0. REV 3 TRACK SHOWN 2 A 4 TRACK SIMILAR ••• •• ••• ••• • 7 J. . SCALE DATE 08-01663 H TII c s�ONA 11�a�� SEE ANCHOR LAYOUTSHEET3 NTS 07 03 2012 11 OF 14 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 3 7/8" MAX REVISIONS 7/8" MIN (3 TRACK) 7/8" MIN REV OESMMION DATE APPRMI) EDGE DISTANCE 5 13/16" MAX EDGE DISTANCE WOOD BACKED 20GA. — (4 TRACK) C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L. MIN, STEEL STUD BY OTHERS 1 5/8" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 1 5/8" MIN. BACKER ROD & - - EMBED. APPROVED SEALANT #12 8Y OTHERS WOOD SCREW 1/4" MAX. #i2 ' LA SHIM SPACE WOOD SCREW FASTENER HEADS MUST 7/8" MIN BE COVERED WITH EDGE DISTANCE APPROVED SEALANT BY OTHERS INTERIOR EXTERIOR INTERIOR 3 7/8" MAX (3 TRACK) 5 13/16" MAX (4 TRACK) J� EXTERIOR 7/8" MIN EDGE DIISTANCE 1 FASTENER HEADS MUST BE COVERED BACKER ROD & WITH APPROVED APPROVED SEALANT SEALANT BY OTHERS BY OTHERS 3 TRACK FRAME JAMB #12 WOOD WOOD BACKED 20GA.STEEL STUD INSTALLATION SCREW 3 TRACK SHOWN 2&4 TRACK SIMILAR SILL MUST BYSEE ANCHORLAYOUTSHEET3 SET IN FULL BED OF 1/4" MAX APPROVED SEALANT SHIM SPACE OR NON—SHRINK GROUT BY OTHERS 1 5/8" MIN EMBEDMENT • ••• • • • • • •• SIGNED.04/17/2013 '� • •• ••• • • •• 7500ANISTERDADIDRIVE 0\jklllI1II/7 I I 3 5/16" WV( I • • • • • • • • • WinDoor ORLADIDO,FL32832 \\�'$ 7/8" MIN — (3 TRACK) ---{I •• 000 •• • • • •• EDGE DISTANCE 5 1/4INCORPORATED P11O1e'01A°E10D ��\J "E �9��i " MAX v�m.�elmm awawindoodae.com `r,•�\G Ns "�+ (4 TRACK) +•pPlov�dn 7000 HP SERIES LMI REINFORCED *• 0 6 FlorWolfN canplylna wllh the • ••• ••• ••• �r Cade & NON—REINFORCED a� 3 TRACK VERTICAL SECTION • • • • • HO�r /s INSTALLATION DETAILS TATtt,` WOOD BACKED 200A.STEEL STUD INSTALLATION • • • • Masi 30 iO,A••A 3TRACKSHOWN2&4 TRACK SIMILAR •• • • • • • • • °�f�/O° DRAWN: DWG NO. REV �ORI�P:�\�\� 3EEANCHOR LAYOUT SHEET 3 •• • ••• ••• < ��` A P NTS DATE 07/03/2012 08-01663 sN OF 14 C ///�'%NA 11��\\ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS 1.25"-t�"1 REV DESCRIPTION DATE APPROVED J C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L. 3.74" 3.58" 2.5" 3.125" 7..05" 68" _� 1 68"IL IS'�r 4.25" O2T FRAME HEAD Oj 2T FRAME JAMB O 2T SILL PAN 21/7"RISER O 2T SILL PAN 31/8"RISER 6083-TB ALUMINUM.095"THICK 6063-TBALU/NUM.095"THICK 6063-T6ALUMINUM.075"THICK 6063-T6ALU/NUM.075"THICK 68" I 3.47" 3- � L�3.58" st"r�RW I j O 2T SILL PAN 4 1/4"RISER .825" 1.836"--� 6063-78 ACUM/NUM.075'THICK 24 1.836" 79 �r �1.836"—{ O2TSILL INSERT J t.t6 IIIA clJl I 8o83•TBALLIMINUM.075"THK O TRACK COVER -I- 6o63-TB ALUMMU.045'THrCK O RECESSED JAMB COVER n JAMB COVER 1 D PANEL STOP SILL COVER 1.15" I--- 8063-T6ALUMINUM.050 THICK `'- T6ALUMINUM.045"THK 6063-T6ALUMINUM.050"THICK t t PANEL STOP HEAD COVER 8063-TB ALUMINUM.050 THICK T 1.312" 1.312" 1.852"3 3.652" 4" 1 1,.a5z , ,.3,2• z--. LOCK/PLAIN STILE 4.. a" __l t — 13 6063•TOALUM/NUM.070"THK INTERLOCK STILE RIGHT O INTERLOCK STILE LEFT 15 3.5" 14 8063-T6 ALUMBYUM.070'THICK OTOP&BOTTOM RAIL 6063-76ALUM/NUM.070"THICK 12 8063•TBALU/NUM.070THICK i 4' 1 �•— 2.115"D -{ Q I I MALE BUTT STILE •• ••• • • • • • •• 16 6088•TBALUMINUM.070"THICK SIGNED:04/17/2013 • • •• • • 7500A1\ISI'HRDAMDRNE \\\\1111111!1//// • •• • • • • • • • WinDoor ORLINDO,FL32832 `�\��S IR 10�//�� • • • • • • • • 3.25" •• •� �•024" • • • •• INCORPORATED ^°"a'181 00 ��J r"w7ASIAM w indoainc.mm `v,•�\C FIS�,J� T— Fu ft 7000 HP SERIES LMI REINFORCED _*4. TAT 5 k / 8c NON—REINFORCED ••• is T2 �••: •• 0 COMPONENTS �� E OF 3.75,. • •` • • 1,�R 1 �+' i0••A p • � 1.715"-� INTERIOR FIXED RU LE • IN CRLOCIC CR�14EFi• • WG NO. � , '��-` DRAWN: D 08-01663 17 6083-T6AING LUMINUM.070"TILETHICK 18 8068-TBALUMINUM.070'THICK �80836ALUNNU .040'T ICK • SCALE NTS DATE 07/03/2012 S'EFT13 OF 14 // �NA`tE\�� AIJIL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t Ar it REVISIONS -� 1.13" 1.7" REV DESCRIPTION DATE APPROVED 1.175"--{ �p I C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L. 1.175"- -{ 5.68" 1.82" 2D0" .5' [lul;l .29" 5" I 14" 3.9" T T 1 I 2.5" REINFORCING BAR 9/18"GLASS STOP Z CLIP z.os' @6 21 O 3/4"GLASS STOP O 005 TS ACUM/NUM.200'TH/CK 6063-T6ALUM/NUM.055'THICK 22 236063-TBALUMMIUM 8083-TBALUM/NUM.055'THICK .060'THICK .68" 1.25" 3T FRAME HEAD F_�- ^5.52" --� 506063-76ALUMINUM.095'THICK 52 3T SILL PAN 21/2"RISER 8063.TO A L UMINUM.075"THICK 5.��41��"� 5.52" n 3.125" .825" l4•'"11 �(wJ� M17 6 4.25 TPRZ__'_ —x�1� C�� 3T SILL INSERT .sa _ ��- (sow 56063-T6 ALUWNUM.075'THICK 53 3T SILL PAN 3 1/8"RISER .68 7 15/32" 6063•T6 ALUMINUM.075'THICK - ---- T—i --5.52 3T FRAME JAMB 516063-TEIALUMINUM.035'THICK 1 1/4"-}--�I 54 3TSILLPAN 41/4"RISER I I 6OW-T6 ALUMINUM.075'THICK 3 1/8' 7 5/8" p —� 7 15/32" II 11/16" T-,IrrT- z 1/16" FT" 21 2" sa 4T SILL PAN 3 1/8"RISER 0 6063-T6ALUMINUM.075'THICK 6z 4TFRAMEHEAD /16 11 " -,0 -- 6063.T6ALUMINUM.095"THICK 7 15/32" s3 4T SILL PAN 2 1/2"RISER 60:3•T6 ALUMr.UM.075'THICK SIGNED:04/17/2013 7 3/8" • • • . . • • •• • • • • 7500AriSTERDAMDRIV6 / 1^ •• • • • • • • • \\ // • • • • • • • • WinDoor ORLANDO,FL 32832R• Lo4/�// 13/16" S'—;� 4----ErN� ••• •• • • • •• m M1Y 04 N%),�ndoodnc.om Zv,• \�ENSS 13/32" APProvatT_ • FleftBwft:naa 7000 HP SERIES LMI REINFORCED *• 0 5 URh "S__y _aL.1�/3 & NON-REINFORCED � E ; ••• ••• ••• N•N q 4T SILL INSERT At1aMbro6•n COMPONENTS i�0•� ATTW\ 65 6063-T6ALUMINUM.095'THICK r— • • • • • / .��OR�pP. ,�.*• �I.e.,,� • / (� I� DRAWN: DWG NO. REV // 66 6063.44 4ME A5"BTHICK• • • • G A. DATE 08-01663sEC -Al NTS 07/03 2012 14 OF 14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI I-DADE AfIADII—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) H,%vw.miamidAde.Eoy/economy RC Home Showcase,Inc. 2970 NW 75'b Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 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 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. 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. ( i:!4DESCRIPTION: Series"RS-240"Aluminum Sliding Glass Door—L.M.I. Tbcy •• • •• APPROVAL DOCUMENT: Drawing No. W03-101, titled "Series — RS240 Ahq!Sliding Glass Door••• • (L.M.I.)", sheets 01, 02, 03, 04, 05, 06, 06.1, 07 and 08 of 09, dated 11/10/01WREIevision `F" dated....; 10/10/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad.P. E.;bea rfitug the'•• •' Miami—Dade County Product Control Section Renewal stamp with the Notice of ACceptance.um*ber aid• ••• Expiration date by the Miami—Dade County Product Control Section. • .. .. . .. ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ;••;•; • LABELING: Each unit shall bear a permanent label with the manufacturer's ;ame or loge;c#M state••••' series, and following statement: "Miami—Dade County Product Control Approved;,.itnlpss othgr%vi;g note•••• herein. •..' REVISION of this NOA shall be considered after a renewal application has been filed and there 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 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. ADVERTISEMENT: 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. INSPECTION: 'A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0618.06 and consists of this page.I and evidence pages Irl,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D:Gascon,P.E. NOA No. 13-1112.05 MIAMI•DADE COUNTYM Expiration Date: June 24,2019 Approval Date: December 26,2013 N" �S Page 1 ��I RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0618.06) 2. Drawing No. W03--101, Sheets 01, 02, 03, 04, 05, 06, 06.1, 07, and 08 of 09, titled "Series—RS240 Alum. Sliding Glass Door(LMI)", dated 11/10/03 with revision"F" dated 10/10/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 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 2411.3.2.1,and TAS 202---94 along with marked—up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test:R<I;ort No.••••• FTL-5868,dated 08/09/11,signed and sealed by Marlin D.B;WbO P. E:• •• (Submitted under previous NOA No. 12-0618.06) ...... . .. ...... 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202---94••'•• ••; 2) Uniform Static Air Pressure Test,Loading jer MC,I-AS 202-94' ' . .. ..... 3) Water Resistance Test,per FBC,TAS 202•mX.•. •; •• 4) Large Missile Impact Test per FBC,TAS 201,, 5) Cyclic Wind Pressure Loading per FBC,'I.AS;2Q3-94 • • 6) Forced Entry Test,per FBC 2411.3.2.1,arfd TAS 202=94.% along with marked up drawings and installation diagram oQhe•aluminum slidi+...: glass door, prepared by Fenestration Testing Laboratories, Inc. Test'Repprt No. FTIr-5427,dated 12/13/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 09-0324.92) 3. 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 2411.3.2.1,and TAS 202-94 along with marked--up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL--4428,dated 01/11/05, signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 05-0815.15) -� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.05 Expiration Date: June 24,2019 Approvai Date: December 26,2013 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cONTMED) 4. 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 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL-3825,dated 07/16/03, signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 04-0401.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared-by Al—Farooq Corporation, dated 05/31/12, signed and sealed by Javad Ahmad,P.E. (Submitted tattler previous NOA No. 12-0618.06) 6666.. 2. Glazing complies with ASTM E1300-04 • D. QUALITY ASSURANCE ••• •• 6666.. 1. Mianii—Dade Department of Regulatory and Economic Resot0d§($ER)..'. '. • 6666 . 66 66666 60.60. 0. 0 6666. E. MATERIAL CERTIFICATIONS .. .. 6 • . .. .66666 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont-Dexetnours &•Co.,Inc. .' for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring V11.11411/16:""" 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont beNleniours & Co.,Indy....: for their"DuPont SentryGIas®Interlayer"dated 08/25/11,expiring on<LA04jl7. 0 0 F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al—Farooq Corporation, dated 10/15/13,signed and sealed by Javad Ahmad,P.E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle— Kozhaya,Mr.Henry F. Kronfle—Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms.Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries,Inc.,dated 10/30/2013,signed by Raul Casares,President. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.05 Expiration Date: June 24,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter,the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. Laboratory compliance letters for Test Report No. FTL-5868, both issued by Fenestration Testing Laboratories, Inc., dated 08/09/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 12-0618.06) 8.. Proposal No. 08-1473-R issued by Product Control, dated 05/20/12, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 12-0618.06) 9. Laboratory compliance letters for Test Report No. FTL-5427, both issued by Fenestration Testing Laboratories,Inc., dated 12/13/07, signed and sealed by Carlos S. Rionda,P. E. :696:6 (Submitted under previous NOA No. 09--0324.02) ` ` ' ""' 10. Laboratory compliance letters for Test Report No. FTL;jQA bo j*ij�acd bye.„• Fenestration Testing Laboratories, Inc., dated 01/11/05, 4g;wd and sealed b Edmundo Largaespada, P.E. 096496 :00 •• • . • (Submitted under previous NOA No. 05-0815.15) "" "'•' 11. Laboratory compliance letters for Test Report No. FTI;)W, botiNjiaed Fenestration Testing Laboratories, Inc., dated 07/16/03, signed.md sealed by Joseph C. Chan,P. E. •••... (Submitted under previous NOA No. 04-0401.03) • G. OTHERS • 1. Notice of Acceptance No. 12-0618.06, issued to R.C. Aluminum Industries, Inc. for their Series "RS-240" Aluminurn Sliding Glass Door—L.M.I., approved on 08/23/12 and expiring on 06/24/14. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.05 Expiration Date: June 24,2019 Approval Date: December 26,2013 E-3 242 1/4" V DOOR WIDTH HEAD ANCHORS 2,3 OR 4 ANCHORS CLUSTER OF 4, 6 OR 6 AT JAMB ENDS AT STILE ENDS TYP. SEE CHART ON SHEET 3 5 T/4. Z I•. 2 1/2" AT 2-1/2"O.C. FALSE MUNTIN SEE CHART SHEET 3 OPTIONAL O 2 3/4'MAX. 2 3/4"MAX. TYP. HEAD/SILL HEAD/SILL CORNERS - CORNERS 0 A� V II V n r`-- DESIGN LOAD CAPACITY - PSF ITEM NO.PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS CLASS GLASS GLASS I 2400ST-038 I FRAME HEAD 6005-15 TYPE 'A'TYPE. 'B'TYPE 'C' PANEL WIDTH 2 2400ST-039 I FRAME SILL -- -- 6005-T5 - NOMINAL DOOR HDCHT EXT. EXT. (+) Z t•13 INCHES I"C"Es INT.(-) INT.(-) INT. (-) 3 2400ST-042 2 FRAME JAMB (ANCHORED) 6063-T6 - 0 30 _ 80.0 _80.0 80.0 3A 240DST-073 2 FRAME_JAMB (FREE STANDING) _ 6005-15 - 36 80.0 80.0 80.0 _4 240057-028 1/MOV. PANEL MOVING HORIZ. BOTT. RAIL 6063-T6 --_ O �' o 80.0 80.0 __80.0 4A 24COST-074 I/MOV. PANEL ALTERNATE MOVING HORIZ. BOTT. RAIL 6063-T6 - __ d 0 ro IU 40 80.0 _ 80.0_ 80.0 5 _ 2400ST-029 1/FIX. PANEL FIXED HORIZ. BOTT. RAIL _-_ 6063-T6 - ,2 54 80 80.0 80.0 80.0 6 24COST-026 1/MOV. PANEL TOP MOVING RAIL 6063-T6 - O d 56-1/7. 80.0 80.0 80.0 7 240OST-027 1/FIX.PANEL TOP FIXED RAIL __- 6063-T6 60 80.0 80.0 75.4 8 2400ST-024 I/FIX. PANEL JAMB FIXED STILE 6063-T6 - _--_ a W m 8 66 73.4 73.4 68.6 9 240057-022 1 JAMB Fix.STILE/LOCK STILE 6063-T6 - C 0.<OQ H 30 80.0 80.0 80.0 10 240OST-041 1/PANEL INTERLOCK 6063-T6 C dl 36 80.0 80.0 R0.0 11 2400ST-025 1 MEETING STILE 6063-T6 - K j n Q W 3 2 N 42 80.0 80.0 80.0 12 2400SI-012 1 THRESHOLD COVER 6063-T6 - LL 2 W_coi l 48 96 80.0 80.0 80.0 13 2400ST-011 - SILL TRACK ANCHOR 6005-T5 6'LONG „1 U J 54 80.0 80.0 80.0 14 2400ST-019 1 HEAD COVER 6063-T6 Q W E �3 56-1/2 80.0 80.0 BO.0 15 2400ST-031 2 SILL TRACK PLATE(5-1/4"X 1/4"X 5"LONG 6061-T6 AT EACH END O 60 80-0 80.0 75.4 15A 2400ST-031 3 SILL TRACK PLATE(5-1/4" X 1/4"X 10"LONG 6061-T6 AT INTERLOCK/ASTRAGAL STILES 66 73.4 73.4 - 16 240057-032 - WIG .RAIL THRESHOLD SEAL 6063-T5 6"LONG 30 80.0 80.0 BOA 17 #10 X 1/2" 2 WEATHERSTRIP FASTENERS 36 80.0 ---80.0 80.0 [22 V-027 - BULB W'STRIPPING VINYL FP-712 PROTOTYPE 42 80.0 80.0 80.0 WV-2310 - FLAP WEATHER SEAL VINYL WIBORC N 48 102 80.0 80.0 80,0 V-026 - BULB W'STRIPPING VINYL FP-198 PROTOTYPE _ I N 7 54 80.0 80.0 80.0_ W31265NK _ FIN PILE W'STRIPPINC - ULTRAFAB z Q w LL 56-1/2 80.0 80.0 80.0 0250X270 - O-LON W'STRIPPING - SCHLEGEL _ _60 BO.O 80.0 - 100-7101 2/MOV. PANEL TANDEM WHEEL ASSEMBLY - WORLD IND. PRODUCTS IML. O cIN30 80.0 80.0 80.0 10-0018XX 1 STANDARD SLIDE SET LOCK - WORLD IND. PRODUCTS INTL. (_^ e 36 80.0 80.0 80.0 28 - I LOCK KEEPER - - g W r7 n 42 80.0 80.0 80.0 29 - DOOR BUMPER - I-DIA.X 3/4"LONG iv m 3 48 108 80.0 80.0 80.0 30 2400ST-040 AS REGO. INSIDE SCREEN TRACK -, 6063-T6 - a _ I= s 54 80.0 80.0 80.0 31 #10 X 1-1/4- 2/PANEL PANEL ASSBY,SCREWS ST/ST - w O t`Q , 56-1/2 _80.0 80.0 B0.0 J2 _N10% 1_1/4" 2/CORNER FRAME ASSBY. SCREWS - ST/ST - _ _ _ - N 60 80.0 80.0 - 33 - 2 4-1/4"X .060"X 8"LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM 34 - - 5/8"X 1-1/2" X A.-PLATE® LOCK STILE BOTTOM ALUMINUM FASTENED WITH #'8 X 3/0"FH SMS 35 V-061 AS REDD._ CLASS CRADLE PVC IN SEGMENTS 36 P-045 AS REGO. GLAZING INSERT RIGID PVC - I rc 5/32"TEMP. GLASS 3/16"HEAT STRE 'D GLASS 5/32"TEMP. CLASS 3/8"AIR SPACE 3/8AIR SPACE `u 3W 4� .5/32'TEMP. CLASS .090 INTERLAYER 5/32"HEAT STREN'D GLASS vo $W DUPONT 'BUTACITE' PVB OR .090 INTERLAYER .090 INTERLAYER DUPONT 'BUTACITE' PVB OR DUPONT 'SEN7RYClAS' DUPONT 'BUTACITE' PVB OR o z DUPONT 'SENTRYGLAS' 3/16" HE6T•5TFjDUPONT 'SENTRYCLAS' .. fyD•CL�S • • • •5/32'TEMP.CLASS • • • • 5/32" HEAT STREN'D GLASS NOTE: 0 ylo 0 o n 0 0«y n o SILNS 5ICONE SR.ICONE • •• °� • • • SILICONE GLASS CAPACITIES ON THIS SHEET ARE -� DOW CORNING 795 Z DOVE CORNI95• • k• • •• DOW CORNING 995 BASED ON ASTM E1300-09 3 SEC GUSTS u m w m m m c z DOW Cl7RNING4401• • • • DOW CORNING 791 AND FLORIDA BUILDING COMMISSION c PR011UCf KEIMF\Vfib DECLARATORY STATEMENT DCA05-DEC-219 a rs complyl-viu,,ILC Flo;idn uildul;l 12.� En JAVA-NIMAD of A o "ildo gr CML I I 3 &k ituli ID �j` FUL PE 1 70592 - ... W .: • • • '� I �`. r C.A.R.3538 � n E + it 36 • SC • • • • • • Aiunu l7.Ac I'ioAn Coal �l W \„(- •/ •• • • • • • • OPTIONAL 'A' 1 d 03 0 II`' • /•/ • • • • 35 FOR CLASS TYPES & 'Q' •Z' 9 LW03-11 GLASS TYPE 'A' GLASS TYPE 'A' GLASS TYPF. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u �5 TYPICAL ANCHORS IN CLUSTERS TYPICAL ANCHORS r> IN CLUSTERS O MTC. STILE 8 INTERLOCK ENDS m O MTC. STILE sc FOR INTERLOCK ENDS SEE SHEET J FOR QUANTITIES w � Tom. SEE SHEET 3 FOR QUANDTIES � e . W000 BUCK °N L F,Ly �d E CE DIST.. ° 4• =yUj� - • p VIWN �qqq Q O �� 1 �I • EDG 'DIST. I N O 2 a 2 T 1 SEALANTS: C 0 i a n 20 ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND v O N - �-irJ L �Ty I 7 O C , I HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH ♦Y ; A i�u uii C i�u u 11 i WHITE/ALUM COLORED SEALANT. L4 Z a_ LOCKS_ y= SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD Q w f h h I 2 t4 y II INDUSTRIAL PRODUCTS' AT 41-1/2" FROM BOTTOM WITH KEEPERS AT LOCK POSITION. WEEPS I d l 1 1 a n p 1 � m Wt - 2-1/2* WEEP NOTCH AT SILL CENTER w ,I i I �I III 1 W2 - 7/8" NOTCH AT EACH END '$n d I a a n I LJ a II II I j h 11 II 1 ( w II I i I I I 1 3 Q I VI Q=N d O a I O I I I I f I I I I W n M a LW„ II I Z a A �I 3N 1 3 ,/f _ O ([W�y 4 I j 33 wi p q 4 T:1 I I 1 I O Z in SSS T- ---------rc I w a - 1 I 1 --�----- I I ------------ -i 1 II P P 1 I I 1 a I I I I 1 WfTH ALT � N F y I, II I 1 1 1 A 4 y 1 I 4 1 II I I 1 1 j O 1 I I I ERNATE I 1 II II MOVING PANEL Iri I II 11 $ I it I 1 12 I i y h II 1 BOTTOM RAIL i I II II Q• H 0 ------ -- 2 PY- 1 1 I I I — Gi I I d d it I I t l 1 0 r p O 1 11 11 I II II I I d .. 30 I I'1 �I li .. .. ROPSIG:FRCNGWED .. .... e p 1 I� =V 1 I, .. .. .Ay com in �si1h 11fe F1o7idi.. �{ I•�Y�• � 11 �� i II II • %1 I II •A�•M � • • 5 ARttNmlca No .I �" ,� q�a 13 I II 11 I 11 II 2 •I I j �•j � �j ... 1311 au 2c7 `o- '�8 ll I I 1 I 11 II rel 11hr��•N • M �_ • • / e .— ° I ' / cmuo •' 1 i••Y A !�•' i� •— NTlnnl DA 6Ptbduct CmtroT qq 5 15 r—Ir--7 If -- — ------ ' Engr:JAVAO AHMAO d ,A o .... .. ' n��SS3 .. e •••..•.�•. ...• ..• ..." . � CML E 3 592! 1•t .0.00POVREOkM)EHED CAN. 6.• . 0 a HIGH STRENGTH GROUT j j •. I'c • • - • • •• • •. •'y . NOT-0000 P51 MM. BY RC HOME SHOWCASE . 19 a • •�" ° •' •• n • •,:A + • •♦ MUST TRANSFER SHEAR i O =..d I .Yi•• •� a i e •\i"d I • 10A05 TO STRUCTURE drowing no. e W ^ TYPICAL ANCHORS "I TYPICAL ANCHORS 14"•%3 4"SCREWS 1 •' I�IN CLUSTERS OF 4 <.� I IN CLUSTERS OF 4 IIJ i WO.3— O O MTG. STILE R MTTERLOCK ENDS O MTC.STILE& INTERLOCK ENDS 1,.. ,I q Opp sheet 4 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 000 0 0 TYPICAL ANCHORS IN CLUSTERS TYPICAL ANCHORS O MTG. STILE& INTERLOCK ENDS IN CLUSTERS TYPICAL ANCHORS a SEE SHEET 3 FOR OUANTITIES O MTG. STILE&INTERLOCK ENDS IN CLUSTERS SEE SHEET 3 FOR QUANTITIES O MTG. STILE&INTERLOCK ENDSMETAL W 0 SEE SHEET 3 FOR QUANTITIES STRUCTURES & rn F 281 W000 DUCK EDGED . OR STRUCTURE MIAMI-DADE COUNTY EDCE DISI, c � 0 APPR'D MULLION Z SEE SEPARATE NOA a O { 0t \ Al ' oho $ 0.5 12 v WA aW� J � r 0 m r U z Z = w 3a 0=N + r N ro V)p M I W r M m WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE $ m 3 n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND O Z TRANSFER THEM TO THE BUILDING STRUCTURE. U C, J IYN� k TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' 1/4" DIA, HILTI KWIK-CON II (Fu-163 KSI,FY-157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. a S 1-1/4" MIN. EMBED INTO MASONRY OR CONC. TYPE 'AA'1/4" MAL HILTI KWIK—CON 11 (Fu-163 KSI,Fy-157 KSI) � DIRECTLY INTO MASONRY OR CONCRETE ° g 1-1/2" MIN. EMBED INTO CONCRETE AT HEAD & JAMBS •• •••1-j/49 MIN.,EMBE,0 I TO CMRETE AT SILL PRODUCT FUiN6W6D $N„ • •1-0/414 MIN. F11BEC INTO BLOCK s+c mplyLlg,vilhTheFI0" " • Q r o • •/V•• • • OR••5£• • y ) Duilding Codc<e�. �e O G °o DIA. TEM` LF DRILLN4G SCREWS (F-92 KSI,F=120 KSI AccepteneeTb WPE 'Bb•1 L J o= ••• ••:NT8 44:TAL•V4UCiURC3 ••• Expi 1e /Z 01 p °c STEEL : 1/6" THK. MIN. (Fy = 36 KSI MIN.) By �""�—I l ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) Miom117edc Product Centrot (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINED) Engr.JAVAD AHMAD o _ CML I_ j ••• • • YAde EAP CT1NCLO•0 •:• _ / C.AN.3536592 • • INTO CONCR� =• E AND MASpNRY2-1/2" MIN. •• • •1NTO WOOD•STRUCAIRE•- 1" MIN ••• •• INTO•IACTAL•:TRUCTUREP=8/4"NM. ' 'r � . CONCRETE?'a - 3000 PSI MIN.• �`../ .�f� drawing no. MASONRY I'm - 1500 PSI MIN. — �(�� 2-',i �,�;1;1 W03-101 • sheet 5 of _8_ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL W1oTH WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE V OMUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND to D.L.o. O © TRANSFER THEM TO THE BUILDING STRUCTURE. 2 _ 10 11 — z gggn 21 g 01V CD rimT -- -------- ---�--- ------- O SEE ELEV .FOR SP pPICAL RS Q r- 1BY g 1 — - --. WOOD BUCK J i 13 17 D.L.OPC. SSS 1/4•X 3/4•SCREWS 8 PANEL WIDTH 1/2•MAX. DOOR WIDTH 1/2•MAX. I V Z SHIM SHIM i w EXTERIOR I y 30 PANEL WIDTH N TYPICAL ANCHORS D.L.O. SEE ELEVATION FOR SPACING W M V gn _ O Z v TYPICAL ANCHORS _ V �j 0 SEE ELEV. FOR SPACING R (D E{ _— _________ _________- • F TYPICAL ANCHORS __-__-____ SEE ELEV. FOR SPACING 1/2•MAX. SHIM g ALTERNATE TO JAMB FIX. STILE FPO Ic • .91 • • • m DDDR vnorH STRUC TA -_-_ - Ergr.JAVAo ARM I '' by ---- • • ••• ••• ••• CIYA - - - FIA.PE/70592 • - C.A.N.5538 �. •! •• PRODUCT RBNBWCD $ .. � 3 • • i% � � • • aumplyh�g wi0,16e FIdidC � S � 5 •. • • • BdTd•,D Code �s �' .t v • 'a. • Asep,u�ce Ko�" 0� v,�' Browing no. ,/z•MAX. WOdZ —101 G(r5 Minns Unde Product Contra �}t,� ,I 1.� sheet 6 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UNANCHORED JAMBS DF.FI.ECTION AT 60 PSF 11• o P NNOOMN LTM DOOR HEIGHT DEFLECTION W xcxcs PCHES Is cs Z 30 .075 F 38 .097 W 42 ' .099 E 1 _ 48 so _.109 v 54 _117 8 56-1/2 .120 60 .124 V pppp 1Y Qd 66 .129 30 .157 36 .186 42 .212 48 .236 " / J a 96 54 .258 3/8'X 3/6' Q 56-1/2 .269 / BOND BREAKER 60 .278 __ TAPE r--� N 66 .286 30 .201 36 .239 SILICONE q d 42 .272 -- -- W CORNING 790 25 u zs m 48 1D2 •305 3 < 9 W 54 .334 7 (/1 56-1/2 __346 -- SILICONE QU yWzl 60 .357 DOW CORNING 790 H Q Q N a 30 .254 MqX,GAp MAX. GAP DEPTH 3/8-MN. UPTO EXTERIOR 1/4'MAX. m _ 36 .301 SEE CHART SEE CHART VIN M 1 GAP W n w 42 .345 FREE STANDING JAMB FREE STANDING JAMB FREE STANDING JAMB $ 4e los J87 FIXED SIDE ,OPERABLE SIDE FOR JOINTS GAP LESS THAN 1/4'USE vi 0;i L, o 54 .426 BONO BREAKER TAPE02 - 1 = n 56-1/2 .441 SEE DETAIL ABOVE 'Ix N't Sx W^3 U Q 60 - 5.9630 2.5527 N d'N m r O FOR A GIVEN PANEL WIDTH/DOOR HEIGHT DETERMINE JAMB DEFLECTION AT 80 PSF FROM CHART ABOVE. WITH THIS DEFLECTION DETERMINE MAX. GAP USING CHART BELOW FOR SEALANTS WITH 5OZ AND 100% STRETCH. rc JAMB DEFLECTION-IN. o MAX.GAP 50R 1Do% INCHES - u .280 .433 .250 m .420 .600 .375 .560 .600 .500 .600 .625 •• ••• • • • • • •• tl- * .600 .600 .750 • • •• •.800 .Pao .875 • • • ••• •.600 s0D Loon •• ••• •• • • En9r.JAVAD AHCML••• ••• ••• ••• ••• FLA.PE f 70592 C.A.N.3538• • •• UCH'R1iE\\'ED• • • • nT r undying with teFlnrtdl ._.. f 5 NOTE: • •• • • • • • • Dui i�1�JS Conc //�� Com` DATA IN THIS SHEET MAY BE USED TO QUALIFY ••• • • • • q / draNin no. SEALANT TO BE USE AT UNANCHORED JAMBS. ka :D" - � 4 201 ( j 'f'±l 9 W03-101 PLEASE REFER TO SEALANT MANUFACTURER'S DATA I _._ /:f) AND APPLICATION MANUAL. MimtliDadC{'icLnct(zpu� �)� f sheet g,�oi 8 • • • • • • • • • • • •• •• • • • •• •• 5.499 �2.2J5� ,544 1.664--{ Fm �rc 5.016 -I .500- .544 SpO I 0 ia �g, 1.475 Z 1.913 .825 :'�j 1,875 .188 -j 1.792 f• 01- .37.5 QQ .125 I '062 I I .100 2.187-�1 F-.344 2.493--1 INSIDE SILL TRACK .090 4.612 O j�k; p u fa HEAD COVER jYP. v 3 0 FRAME HEAD 2.684 123 o 33 M 3.000 .260 2.673 Z j W Ic Q .078 0 4n_c 2.062-1t.sos � ao c .028 y z 1.764 7.584 2.647 ,100 .257 J 0 1.723 Q ,4 1.381 I 062 1.391 4.562 O FRAME JAMB (FREE STANDING) �� I 'Soo 1.000 1.274 3 I ..11I I O 1.569 ..- ---4 V�1.569---1 LOCK STILE �� p 1.374 .344 1.!108 1,768 500 222555 ^ F :, O7 FIX. TOP RAIL Q MOV. TOP RAIL 2313 Q Z 1 a U 1.716 h--1.606 L082 1.474 a 3 Q 569 2.531 H =2 cNt = ole 1.913 I I MTC. STILE I N�n H w n ,500 V--1.374�1 g m 3_J -{ 1.664 O_Z 4 1 hI2.594 2.378 2.313 1,828 4A ALT. MOVING BOTTOM RAIL U Q oj 062 1.396 -2.750- 1 .750 N 111 .062 f0 INTERLOCK 2.211 1.792 -}I I I toe3 1.250 1�1.37!A .125 W 4.5748 >• � 1.674 0€ 1.564 .094 •090 Q FIX. BOTTOM RAIL Q MOVING BOTTOM RAIL �' s F 0 gill 1.000 1.078 OPRODUCT RENEWED E FIXED ME ••• • • • • • as rnmpfying wslA 16c Florida /� N g B S�� • • • • 11nsldhr Cod, 3 '} /•O S o p o moo,S"�d • w •• • • • • Acceptance No_ J �1Ly o d �•--2.52 I • I • • • 3 JA1� (ANCHORED) ExD,itwla}Data • •• • • • •• 5� =� c Miwni U:,dc Prodact 1_t+ntro O 3.375 ' 125 Engr,JAVAO ANUAO _ t ' .250 .062 CML i TYP. • ••• 2,�•• •! •• ••• FLA PE 1 70592 • • • • •1,375 • C.AN.3538 �• .587 .887 • • • • • • '25o S �F5.562- d '437 •• • I • • •I • �-' ~�;I i': drOwing tto. 2.496--i 14+-1.234 f /� W03-101 O FRAME SILL 2 THRESH Ru SILL ANCHOR _ n�,i 115 7013 (sheet 7of $ V � i � �� o n I z �I� tli ° O"prc jz aWIN � PANEL TOP CORNER J 4 FRAME TOP CORNER v ^$ W w � 3a w, N n M W M m $ n 02� 3: U 3 4 2 • • •• • • • • • PANEL BOTTOM CORNER Engr.JAVAD , • ••• ••• ••• ••• ••• itA PEM 70592 N • • • • • •PRI*1ICC.Q.N.3578 T REND\VL•D v $ • • • •• • i o�adYtP • lying wi8y tMc Florida ,,. •• • • • ttuil�frg Cordo �.r O5 i' o S ••• •• ••• ••• ••• An.t�rcc No •�f j y! E nP?te y/ drowing no. FRAME BOTTOM CORNER BY W03-101 Miami Uaik Prodnd Contrd � 2 J (,j)13 sheet$of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI—DARE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.Eoy/economy RC Home Showcase,Inc. j 2970 NW 75`s Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 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 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. 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. Wx)l ltt,a)J 1/ DESCRIPTION: Series"HR100"Aluminum Horizontal Sliding Window—L.M.I. ;...;. APPROVAL DOCUMENT: Drawing No. W04-36, titled"BRI 00 Alum.Hori;,lhiipg W& (�.M.I.) ••• • sheets 01 through 09 of 09, dated 05/04/04 with revision "G" dated 10/10/139 prepared * A wFaroog...;. Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami--Dads-Wvaty Produot Control Section Renewal stamp with the Notice of Acceptance number and Expiration�dete Eby the tAiam Dada• • .... • •• •.•.• County Product Control Section. � • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •.:--: •• •• • .. •• • .. ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name►or logo, oity, state, • series, and following statement: "Miami—Dade County Product Control Approved", unless ot]Mvi;g noted••••• herein. 0 ...... REVISION of this NOA shall be considered after a renewal application has been filed and thZr�i$s 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 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. ADVERTISEMENT: 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 11-0922.05 and consists of this page 1 and evidence pages E-1, E-2, E 3, E-4 and Green Sustainable Attributes(G.S.A.)page G-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. fl�MIRADECOUNWNOA No. 13-1112,13 Expiration Date: August 05,2019 121 Approval Date: December 26,2013 II Page 1 . l V`� RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submilted under previous NOA No. 11-0922.05) 2. Drawing No. W04-36, Sheets 01 through 09 of 09, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", dated 05/04/04 with revision "G" dated 10/10/13, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 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 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6440,dated 02/25/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0922.05) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 :0*0: 2) Uniform Static Air Pressure Test, Loading: '�e&FBC,TAS 202-94•'••:• 3) Water Resistance Test,per FBC,TAS 202-;�.4..; • 4) Large Missile Impact Test per FBC,TAS 201:84 5) Cyclic Wind Pressure Loading per FBC,T.A842Q3-94-•, •0 6) Kinetic Energy Drop Load Test(400 Ft.Lb'7,Ver ANSI 2917.1 *0:00" along with marked-up drawings and installation diagram ofeNalnmimim•h6sizontar* sliding window, prepared by Fenestration Testing Laboratory.JAc, Tes# R*Pport No* FT"078,dated 12/05/09, signed and sealed by Julio E. Gonzalez;P. E.. . ....:. (Submitted under previous NOA No. 10-0426.10) • 3. Test reports on: 1) Large Missile Impact Test per FBC,TAS 20144 ' 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1880,dated 12/12/03 and HETI-03-1881,dated 03/19/04,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 06-1130.02) 4. Test reports on: 1) Tensile Test per ASTM-E 8-01 el along with marked up drawings and installation diagram of an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.HETI44-T119,dated 04/23/04,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 06--1130.02) �--� Jaime D.Gascon P E Product Control Section Supervisor NOA No. 13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-1 i RC Home Showcase Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1362,dated 12/11/03,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 06-1130.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al-Farooq Corporation, dated 10/20/11, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 11-0922.05) 2. Glazing complies with ASTM E130044 D. QUALITY ASSURANCE :000:09 0000.. 1. Miami Dade Department of Regulatory and Economic Resou'lve?(RER)... .' 000.00 0 .. 0000.. E. MATERIAL CERTIFICATIONS 000000 ' 0000.. 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont I)*gmourj*&; o.,Inc. ••• for their"DuPont Butacite®PVB Interlayer"dated 04/11/1.3,A4ring= 12/11/1C,. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont 4); moure &Rco.,In@.•0 0:0 for their"DuPont SentryGlas®Interlayer"dated 08/25/11,bV%fi=ig on 0IM4/17. •, . . . . 0000.. 0000.. F. STATEMENTS ' ' •••••• .. 0000 1. Statement letter of conformance, complying with FBC 2010, issued by Al-*.Farooq Corporation,dated 10/15/13, signed and sealed by Javad Ahmad,P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr.Henry F. Kronfle-Kozhaya, Mr. Raul Casares, Mr.Eusebio Paredes and Ms.Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc.,dated 10/30/2013,signed by Raul Casares,President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter,the Secretary of St tet Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. Laboratory compliance letters for Test Report No. ITL-6440, dated 02/25/11, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0922.07) 8. Laboratory compliance letters for Test Report No. FTL-6078, dated 12/05/09, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Julio E. Gonzalez,P. E. (Submitted under previous NOA No. 10-0426.10) 9. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo Narciso,Engineer 1,Product Control Division. (Submitted under previous NOA No. 10-0426.10) 10. Laboratory compliance letters for Test Reports No.'s HETI-03-1362, dated 12111/03, HETI-03-1880, dated 12/12/03, HETI-03-1881, dated 03/19/04 and i HETI-03- T119, dated 04/23/04, all issued by Hurricane Engineering & Testing, Inc.,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 06-1130.02) •••••• G. OTHERS •••••• •• •••••• 1. Notice of Acceptance No. 114922.05, issued to R.C. Alumhta;f Industries, Inc. fq ••• their Series"HR100 Aluminum Horizontal Sliding Windoi-o *L*.M.I.",:apRroved on ' .... . . ..... 10/27/11 and expiring on 08/05/14. • ...... .. . ..... 2. Simulation Performance, Solar Heat Gain Coefficient, VW61o'Tran"Uafice, &..... Condensation Resistance Calculation Report on: :00:0: • 1) NFRC 100-2004"Procedure for Determining Fenestration Product 1-lr-.Fa4tors" 2) NFRC 200-2004 "Procedure for Determining Fenestrahplr 11�oduct•Spjgr Heat.••- Gain Coefficient and Visible Transmittance at Normal Incidence" '90' 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, /WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked-up by National Certified Testing Laboratories,Test Report No.NCTL -110-12455.01,pages 01 through 07 of 07,dated 11/16/09, signed by Richard A.McVicker III, Simulator,and Steven H.Coble,NFRC Accredited Simulator,Simulator-In-Responsiblo--Charge. ti "Jaime D.Gascon,P. Product Control Section Supervisor NOA No.13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-3 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS(CONTINUED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for'Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked-up by National Certified Testing Laboratories, Test Report No. NCTL-110-12456-1, pages 01 through 04 of 04, dated 11/20/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice-President Engineering&Quality Person-h-Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CMI 00 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle,Vice-President. ...... . .. ...... . .... . .. ..... ...... .. . ..... . . . . ...... .Jaime D.Gascon,V.E. Product Control Section Supervisor NOA No. 13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES(GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami—Dade County Product Control. :G.4- llzi*CV,C,L,**t,D,CONTENT.IBIO-:)"3'AS'EDMATERIAL/.RAPibLv.-Rt-NE:�.V.A.A.L.-E: TERIAL: :1-- % Recycled %Recycled %Bio-based %Renewable Material Component Name Content at at Disposal Material ManuE � 1. Window Aluminum 30-M. ::]-100% N/A N/A qk(SoLkk HEAt.GMN' ........... 'VISIBLE LiGifT.TRANSWTTANCE AT MAMA INCIDENCE,-.,......-.-..-,: ............ Test Product G.8: G.9: C IDN Report#: Number Glazing Components: U- SHCC VT R Factor Base line 000 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB_1/8 0.6� 0.2i •02115 Product 64 *see 1. 001 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 *0.65* 0.2t* 0. 15 2. NCTL 002 5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 •OV5* 0.21' 028 ly *so• 3. 110-12456-1 003 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 e Me 0.20 73.19 4. 004 5/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB 1/8 OW. 0.2 .0'b6-. .1 ww--- .o6 Legend --;-e: Vo so **see o so Abbreviations: Description. •...................... • 6 so SS-D Desiccant-Filled Stainless Steel Spacer o 6 so**:* 240#2 Cardinal Low E 240 @#2 Surface Typical • :*see* o o ARG 90%Argon -so, so :o: :*so*: PVB 0.090"Poly Vinyl Butrya�VB)interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass 777=71 GAO_�-.0 17ACTO- R- (THERMAL,CONDUCTANCE Btu/Mi42 F. Component Name C-Value 1. Whole Window 1.53 Jaime D.Gascon, Product Control Section Supervisor NOA No. 13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 G-1 � 78 1/2"MAX. 179 3/8'MAX. U � WINDOW WIDTH WINDOW WIDTH 3 FALSE 5"VAX, 7" _-=-=_1Jqi3I�II�IIIlI;II'_cVAX. _ FALSE R1� IS NnmFFOzir3 rC Sn"MAX 7' 13__'__MAX 7' 7'_-_--____-__�fi111II0N1II111IIIt1II W S dd�aQ{JQp30 HEAD AT HEAD FAEOHEAD MAY BE USED CORNERS CORNERSIm O --- I�------ I-�3rL C O 4 i/2"1B 14 1/2 B 11 1/2' 00 4 MAX. MAX. MAX. K Y�W�zlw l w vpFJ �n,1♦nVLJ�d SILL CORNERS AT SILL i° U SILL CORNERS Al SILL in c0i 35" 34 3/4" 26 1/8" 53 1/8' 26 1/8" :3 O.L.OPG. D.L.OPG. D.L.OPG. D.L.OPG. O.L. OPG. 3 Q IV 39 7/8" 31 1/4' 31 1/4" I a In p n 1 VENT WIDTH VENT WIDTH VENT WIDTH 5 laJ r M n TYPICAL ELEVATION �) a i z L ;o HR100 ALUM HORIZ. SLIDING WINDOW FLANGE FRAME WINDOWS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE o Q COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER >? WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. d LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ° a ° REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • •• • • • • ••• • y°^o'B a HURRICANE ZONE (HYHZ). • • • • • • • • • c_e WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• �� LOADS TO THE STRUCTURE. ♦ o q I ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Eng,.JAVAD AHMAD Y � THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPAC o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ••• • CML I UTiF.M9MRE N(•T�KQUIRfO• Tl/l PE/70592 c � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A.N.3538. - . NOT PART OF THIS APPROVAL. • • • • /RODUCIIRDNBWBD ! e g •• • • • • • •>m��dYwi0�8re MIor4k1 ! 8. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • •• • • • • •¢�8Id8lnpl8Cbd8�g MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT ••• • • • Aoccmct No draw�_o_� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. �/ / \l �� `J,Ui� i W04-36 eY__ f;t;l ?. s MIAmI AAc Pi°ducl Control - Sheet of J • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ 78 1/2"MAX. 119 3/8"MAX. �� n WINDOW WIDTH WINDOW WIDTH _ 11 1/2'MAX. Z 5'MAX. HEAD/SILL 5" MAX. 11 1/2"MAX. FALSE MUNTINS 7- I /11I1j�I1� FALSE MUNTIN S z MAY BE USED ILL HEAD/SILL MAY BE USED CORNERS CORNERS J Q aMO o NNLL �J II / II II WW 2 II It tl II II II II II II II _ " o! 61 �mg Bt �mw 3 G z z z W j NaI 35' 34 3/4" 26 1/8' S3 1/8' 'U tJ V j D.L. OPG. D.L. OPO. D.L. OPG. D.L.OPG. 39 7/8' 31 1/4' 31 1/4' I N Ln n M N VENT WIDTH VENT WIDTH VENT WIDTH 12 LJ n APICAL ELEVATIONS �� Z � J S FLUSH FRAME �VINDOjVS 0 .00 • ••• • • • • • •. o _ •• • • • • • ° • • • • • • • • • °c o Engr:JAVAO AMAM c • ••• ••• ••• ••• ••• FLA.PE ML 70592 • • • • • • • CAN.1538 • • • • {�ODDCF•RBwwo } �` •• • • • • • •aa calMi1Yh18`nip Bfa Flotilla 00: • • •• 0.0 •• • • •Slrijlin8cyde /fir • eVlanity� 0 D� W04-36 Miami Dede P ucl Cblltro ••• • • • • • • • • • • • • • • • • • • • • • • .00 •• •• • • • •. •• 000 0 • 0 000 0 0 ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIP.R/RP.MARKE �I 1 RS100--001A 1 FRAME HEAD 6083-16 - n 2 RSICO-002 1 FRAME SILL 6063-16 - 3 _ RSIOO-0079 1 FRAME JAMB VENT 6053-T8 - Z ppp� 4• RSIOO-008 I FRAME JAMB FIXED 6053-T6 - -- 0 5 RSICO-004 I/VENT FIXED RAIL6083-76 - rt F Ww yg ai 6 RS100 003 1/VENT VENT MEETING RAIL BOBS-Te - 7 RS100-DO9 2/VENT TOP AND BOTTOM RAIL 8083-76 - a W 8 RS100-006 I/VENT JAMB STILE 6063-T6 - 9 500Y-007 AS RE00. GLAZING BEAD 6063-T8 10RSIOO-005 1 V AIDE ANCHOR CLIP -�-- -6063-T6 1'LONG -_ _— 0 —._. - 1 ANCHOR CHANNEL 6067-T6 — 0 1/ - 12 _ C p Q` 13 W31234NX 4 _WEATHER STRIPPING PILE(VENT) 1/8'OR 3/32"HEAT STREN'D GLASS 14 W3123!NK 1 WEATHER STRIPPING PILE(MEETING RAIL) -1s 0-lON 1 0-775 X 190 WHITE CASKET NEOPRENE PP WE 1/4'AIR SPACE I6 V-033 1 WEATHER STRIPPING C 1/8'HEAT STREN'D CLASS _. - ----- s 1/8'HEAT STREN'D GLASS T7 P-049 AS REDD. GLAZING INSERT -` RIGID PVC MELTPOINT_ a .090"INTERLAYER18 V-055 1 VINYL LAM.WSUL.CLASS PVC DUROMETER 7535 SHORE A BUTAOTE PVB BY'DUPONT' .090"INTERLAYER —_.... BUTACRE PVB BY'DUPONT' 19 P-0358 2 VENT HANDICAP FINGER LOCK RIGID VINYL 6-FROM EACH_END _- 1/8"HEAT STRFN'D GLASS 20 ...—__. °D 18"HEAT STREN'D CLASS / 21 RS100-MI 2/VENT KNVRLE AXLE PIN ST./ST. _- I w SILICONESILICONE 22 P-016 2/VENT WHEEL RETAINER HOUSING NYLON - 13 z m DOW CORNING 795 z yy� DOW CORNING 795 2.3 RD 1905 2/VENT WHEEL NYLON - 24 _ __ n 25 /10 X 1" AS REDD. FRAME ASSY.SCREWS ST.STEEL PH SNS Z L(W1 V 26 /10 X 3/4" AS REDO. VENT ASSY. MRM ST.STEEL HH BNS O Q Z O1 Ow °' 0 27 /10 X 1-1/2' 2 AIDE CUP FASTENERS ST./ST. PH.P.H. I In 3 Q 28 /12 X 3/4' 1 SLIDE GLIP FASTENER ST./ST. FH S.M.S. __ N O m N 29 RS100-029 AS REOD. FLUSH ADAPTER HEAD 6063-T6 - I= N In M � 0: Of JO RS100-019 AS REDD. FLUSH ADAPTER SILL 8083-TO _ _._..._.__.._.._ i1,M a 31 RSIOO-028 AS REDD. FLUSH ADAPTER JAMB 6063-TG - {j 1 18 32 500Y-010 AS REDD. SNAP COVER 6083-T6 - I 0 Z 4 '� GLASS TYPE 'A' GLASS TYPE 'Al' I o V Q�n a S N SEALANT: ALL FRAME AND VENT CORNERS AND INSTALLATION 1/8"OR 5/32'HEAT STREN'D GLASS 5/32"TEMP. GLASS SCREWS SEALED WITH SILICONE. yt� 1/8'HEAT STRENT)G1A55 1/4'AIR SPACE 1/4'AIR SPACE v� 1/8"HEAT STREN'0 GLASS 1/8"HEAT STREN'D GLASS c ' .090'INTERLAYER .090"NIfER1.AYER .090'INTERLAYER O SENTRYGLAS BY'DUPONT' SENTRYGLAS BY'DUPONT' SENTRYGLAS BY'DUPONT' i, 1/8"HEAT STREN-D GLASS - 1/8"HEAT STREN'0 GLASS 1/8"HEAT STREN-D GLASS �� r � SILICONE SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 • • Dew CORMHIS 7950• NOTE: i m =m • z m • • • • • IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING N Z • mo OIQ 1"i n e • • • • • •• EXTERIOR PLY OF GLASS TYPES 'Ai' dt '81' MUST BE TEMPERED. ; 'O u V AU • •• • • • u 0' O O cc Of W w Engr:JAYAO AHMAO Yy}? •T o —J i CMl JI K K • 4K •• ••• ••• FLA PE 70592 c - O \ O • • O• • • • C.A.N.5538 } Of w • w• • • Wt9DUCCRRNSWPD 17 �- 18 •• • • • • 1 •m40mP1Yli8�7ril�hfthe FlaTllkl 8 0 5 GLASS TYPE 'B' w GLASS TYPE 'B1' •• W9•GLASS 4TYPE•'4• •O�uiWI�Nc� % 3-. gxplylion Me 5/' a�� -" f'��`;,r drawing no. 1/�' GLAZING OPTIONS jYUemiDOde udlbntrol ':•• 5 9n9� ••• (:L I 2, .1 sheet 3 of 9 • • • • • • • • • • • •• •• • • • •• •• a DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF u (XO OR OX SIZES) (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES WINDOW DIMS. A.Al,B,B1 &C WINDOW DIMS. B,BI &C WINDOW DIMS. A.A],B,BI &C WINDOW DIMS. B,BI &C Z m ; WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) WT.(-) WIDTH HEIGHT EXr.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) C 28-1/2' 80.0 80.0 55-1/2' 26• 26'80.0 80.0 74• 80.0 00.0 74' 90.0 80.0-- F„ 37" 26' 811.0 60.0 9-11/16 90.0 80.0 1116-1/4' 28' 80.0 80.0,-- 106-1/4' 80.0 80.0 8 53-1/8" 60.0 80.0 55-1/2' 80.0 80.0 74• 80.0 80.0 74" 80.0 80.0 0 gq - 38-3/8' JB_3/9• -- 0 C 26-1/2' 80.0 80.0 9-11/16 38-3/8' 80.0 90.0 106-1/4' 90.0 80.0 106-1/4" 80.0 80.0 Q. 37" 38-3/8' 80.0 90.0 55-1/2' 50-5/8' 50-5/8'80.0 a0.0 74• 80.0 90.0 74' 80.0 80.0 _ 0:G li • O 53-1/8' 80.0 90.0 9-11/18 80.0 8010 106-1/4' 80.0 80.0 109-1/4' 50-5/8 80.0 y 80.0 26-1/2' 80.0 80.0 SS-1/2• __M].0 80.0 74' 80.0 80.0 74' 90.0 80.0 37' S0-5/e' 80.0 80.0 9-11/16 83" 80.0 80.0 106-1/4' 63" 80.0 80.0 108-1/4' 83' 80.0 80.0 Q 53-1/8' 80.0 80.0 63` 80.0 80.0 84' 80.0 80.0 84" 80.0 80.0 26-1/2' 80.0 80.0 67-1/2" 80.0 80.0 90' 60.0 80.0 90" 80.0 80.0_ !y5� &&S1 A 37" 63' _ 80.0 80.0 72" 80.0 80.0 96' 80.0 80.0 96• 90.0 80.0 Q yl y 53-1/8• 80.0 80.0 76-1/2' 36' 90.0 80.0 102" 36' - 60.0 80.0 102• �• 80.0 80.0 J Z 24' 80.0 80.0 81" 80.0 eo.o 108• - 60.0 ao.0 108• 80.0 80.0 Q b 36' 80.0 8010 85-1/2• 80.0 80.0 //1\ 114' 80.0 80.0 114" 90.0 80.0 _1 48" 24• 80.0 80.0 90" 90.0 80.0Qv 120• 80.0 80.0 120• 80.0 some a Bo' 60.0 80.0 63" 80.0 80.0 94' 80.0_ 80.0 84' 80.0 80.0 72' 80.0 80.0 67-1/2" 80.0_ 80.0 x�' 90• 80.0 80.0 90" 80.0 80.0 I r 78-1/2' eO.0 80.0 72• 80.0 80.0 96• :(R7- .80.0 96` 80.0 80.0 13 a 24' SOO 80.0 76-1/2" de" 80.0 80.0 � 102' 48" 80.0 60.0 102• 48' a0.0 80.0 13 m 38' .0 0. al' 80.0 80.0_ 108' •0 108" _ a0.0 80.0 JB' 80. 8.0 85-1/2' 800 - 80.0__ T ✓ 114• 80.0 80.0 114' 80.0 80.0 Z W j 8o' 80.0 00.0 r� 90" Selo 80.0 Q I` 120' 60.0 80.0 120• 80.0 80.0 W 72' 80.0 80.0 &3' 80.0 80.0 _ 84' 80.0 __ 60.0 84" _ 80.0 BOA 3 Q 78-1/2' 80.0 .0 AJ\• z 67-1/2" 90.0 -a0.0 ® 90" 90.0 80.0 90" 80.0 80.0 K y F N ev 24' 80.0 so.0 111 72" _ _80.0 BQO n 96' 0.0 98' 80.0 r 90.0.- _ (n tn M m J6• 60.0 80.0 76-1/2' 80 80.0 811.0_ �i L�Vq 102' �- 80.0 80.0 102" �• 80.0 80.0 W n M a 48" 49" 80.0 80.0 111" 80.0 80.0 y' fJ 108' 80.0 80.0 108" -80.0 60.0 Q O Z L 60• 90.0 80.0 85-1/2" 90.0 80.0 114• 80.0 80.0 114• _a0.0 80.0 I _ -'4j 72' 90.0 80.0 90' 80.0 80.0 120' 80.0 80.0 120" 80.0 80.0 C V r Q 78-1/2. e-1/2 E0.0 s0.0 83" 80 0 80.0 Ba 80.0 80.0 84" 80.0 80.0 = N 24• 80.0 80.0 67-1/2' 90.0 80.0 90` 80.0 80.0 90" 80.0 8010 (� 36" 80.0 80.0 72" Solo 80.0 96' 80.0 80.0_ 96• 80.0 80.0 46' 60" 80.0 80.0 76-1/2' 65-1/2• 80.0 90.0 102• 65-1/2- 80.0 80.0 102' 65-1/2" 80.0 80.0 �^ SO" 80.0 80.0- 81" 90.0 80.0 109" 90.0 60.0 108" 80.0 80.0 72• 80.0 80.0 _ 85-1/2' 80.0 80.0 114• 80.0 EoA __ 114' 80.0 Some 78-1/2" 80.0 80.0 90" Solo 80.0 119-1/4' 80.0 80.0 119-1/4" 80.0 811.0 0 24" 80.0 80.0 Li 3 36' 80.0 80.0 49' 65-1/2' 80.0 80.0 (1/31'n (2/ (1/3W) (1/3W) (1I3W) (1/4W) (1/2N) (1/4Y) 8 z 60" 80.0 80.0 i 72' 80.0_ 80.0es 0 -0 o 78-1/2" a0.0 80.OT • • • • • • • s� � \ a o a R.'ry'o • •• • • QtT:THEDOPERATING VENTS TO BE 1/3 OF THE 1WNDOW WIDT41 • WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 00 'XO OR OX' 'XOX' cm E.T:JAVAD PRODU E • ••• ••• ••• 01 T�1�� ,E rl. •� C.A.N.3538 92 I g } . , NOTE: • • A�teptence b " OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH CLASS CAPACITIES ON THA.WEET••ARE• • • • �xpigtloQ S�ZCJ,Z� B BASED ON ASTM E1300--09��3 SEC!GUSTS) • • • • �• -{� o XO OR OX' AND FLORIDA BUILDING COATh�ISS101V • • � �... 1 drovnng no. DECLARATORY STATEMENT DCA05-DEC-219 ^1 • D�aCWrtrot FLANGE & FLUSH FRAME WINDOWS X04-36 sheet 4 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORSIlly SEE ELEV. SHEET 1 � Y e WOOD BUCK FOR SPACIVG 13 n •d � � •d +•.�. < • 2 Pap I Z I- 3J .4 d,�• ( • d I O N O O LL, g chi a 29 1 a 0% TYPICAL ANCHORS A� n a0 j C p`Q�Qyy4i� SEE ELEACING V.SHEET 1 8 T FOR SPTYPICAL ANCHORS •3 �3j SEE ELEV.SHEET 2 f I STRUCTURE METAL FOR SPACING LL uW= _ METAL �{ u �ZqM_ g STRUCTURE Q W`�f 1 I N _ 77 W w I \m N O 3a a' 1 G MIAMI-OADE COUNTY APPROVED _ N H G3 a - 1_ __ _ ,� MULLION& MULLION ANCHORS A w 1 y r-" o SEE SEPARATE NOA 1 n € w i WEEPHOLES: $ Y R o- j W1 - 3/16" X 1" WEEP HOLES WITH PLASTIC BAFFLE N W 1 (2) AT VENT LOCATION AT 5" FROM VENT ENDS = (1) AT CENTER OF FIXED LITE W2 - 3/16" X 1" WEEP HOLES PIS7EEELIEV. ANCHORS (2) AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDS wry SHEET 1 AACING W3 s (4) 3/16° X i' WEEP HOLES AT VENTS aAT 2" FROM VENT ENDS AND 19" O.C. MAX. Ig- PRODUCr RBNBWBID WZ 7 m empllylns wllh the Fie" � Eljj 6alldin9 Code �1:� 2 i 2Z 13 •••• •• ••• ••• ••••• ••• ••• •••! Aq �Dnbo 'S Z O2 0 2W3 21 • •• •5 W1 •a°o$n_ $o o �S • • • • • • • • n xS zx •• ••• t •• B� 0 3 r -� � a H Engr.JAVAO AHHAD r ,� ••• ••• FIA PES 70592 i e • • • _ CAN.�53U yam, .• • d • • .i 1 b 4 ' SII •..••• •: • "! • • •� , .. I —iJ L',—Hi a �i P•• •• i • • P •. .• drawing no. TYPICAL ANCHORS - TYPICAL ANCHORS • • P 3YPICAC ANCHORS SEE EIEV.SHEEP 1 • I SEE ELEV.SHEET 1 S • IBV SEE ECFV. HEFT 2 nr, WO4-36 .. FOR SPACING WOOD BUCK FOR SPACING FOR SPACING (� ••• • • • s ••• • It.� j 13 so* OCIT 2.�; r".^l;l �heet__6 f 9 • • • • • • • • • • ••• • • • ••• 0 0 WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i AND TRANSFER THEM TO THE BUILDING STRUCTURE. ; T. • TYPICAL ANCHORS: SEE ELEV. FOR SPACING C 1/4' DIA. KWIK-CON II BY 'HILTI (Fu-183 KSI,Fy-157 K9) Q`i o 1/4' DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSQ C u INTO 2BY WOOD BUCKS OR WOOD STRUCTURES IL 1-1/2" MIN. PENETRATION INTO WOOD O Y ` THRU 1BY BUCKS INTO CONC. OR MASONRY V .4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 8.6 & 1-1/2"MIN. EMBED INTO CONC. OR MASONRY co TYPICAL ANCHORS 114 SELF DRILLING SCREWS (GRADE 5 CRS) Ell s TYPICAL ANCHORS SEE ELEV.SHEET 1 Q fj FOR SPACING INTO MIAMI-DADE COUNTY APPR'D MULLIONS .090` THK. MIN. ] SEE ELEV.SHEEP 1 ) FOR SPACING 1/4"MAX. INTO METAL STRUCTURES --� f/4'MAX. VENT WroTHSTEEL 12 GA. MIN. (Fy = 36 KSI MIN.) a 1oA5 SHIMALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) C D D.L.OPG. 19 E 3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 45 O 15 O 7YPK:AL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. - -- v> INTO W000 STRUCTURE = 1" MIN. z W w � _ . . INTO METAL STRUCTURE = 3/4" MIN. z 9 9 CONCRETE AT HEAD, SLL OR JAMBS If 3000 PSI MIN. C+ O a of a METAL -- — v C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. a = c'j STRUCTURE --- — — m N�M r 14 8 18 ' W -- ♦ Q 0 Z- ._.,_ SCREEN OPTIONAL----- 2 10 2 WOOD BUCKS = Q'm D.L.OPG. 5 . X EXTERIOR WINDOW MOTH OX LAYOUT 1/4'MAX. 3/e'MAX. u�{ SHIM C E t SHIMS TYPICAL ANCHORS C 0} 31 31 SEE ELEV.SHEET 2 r'€121 2 FOR SPACING •• ••• • • • • • v. PRODUCT RENEE, _ • • • • • • • • • m complying with the,...r.uj4 o o d .. . . . . . Bullding Code • •• • • • • ••• - - A=Mlmtce No. • • • • • • • • oI�OMe ZZC7 9 g a W TYPICAL ANCHORS METAL SEE ELEV.SHEET 2 Dede Pmdllp Conlml - STRUCTURE FOR SPACING < ErrR:JAVAD AHMAD 1 CML • ••• ••• ••• ••• •• " FIA PE/70592 �o � • • • • • • C.AN.3538 `` y� •• • • • • • • • " ... i ••• • w • • • -- ••` .T l" drawing no. v 4 ff,`V 4.r�%;;1;1 W04-36 ••• • • • • ••. 5nee1 s or s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 6 W-1 IGOLP, U "V4 {WWJ WWuN _—� 92 •ou 6uuno�P l 0 F o tiy •I�(��y1 I�` ZArr'�' 3 33uS w a • • •__-•_ — •• • dH4MtflN3Ij ONd 6S6SQ 3NdYO ••• •••• • ••••0L 1W0 •• amHV OVAW:16-3 • Goo 00 LE ONIOVdS • • • ••• SNOHONV 1VOWA1 H1GM MOONM H(IM MOONM •• ••• n LLS DOOM Z30LL�8 �o 0' w *s -- Nw m si v 1 + N O ONIOVds N0! VON 31VWd3S 33S 33S ,Noon 33A udd'1 13 ONIOVdS!W! 1*I(p� SNOHOW W3kiAL Z 133HS'A313 33S �c C(n , S200HOW lVO1d,U "'m cZi WWS.s/r m o) z oA��XO N — _ H101M MOONIM t_- � 2I0I?I3,LX� e 3 N r sMOns OOOM .' Odo To T? 01 Z z Asr _ p ____-_____ 3N(IlO(iL15 000' 0p pFpp 4A _ ___ ___ OI1d0 N33NOS___J L� 9 got N B OOOM z SS �jm �0 -- 510, a -- - - v l 133HS IA313 33S 9Zy SI g SNOHONY Tq{dU O ' " 61 O £ ONIOVdS tl03 r Od0 70 f Z 0d0 I'0 I 13314'A313 335 o SNOH3NV 1VOIdA1 SPINS H10NA 1N3A H104A 1N3A XVW A� 'XVI'1,Y/I MWS,Y/t r U � �2.975 2"B 13 -f �2.792� n 083 .888 1.116 082 •7+0 �- _._�_ -� 1 .490 .062 662j F 062 O yggy'' iYP. .222 :T 1 2.975 4 �Fii 8 TYRI.9t1 -T GLAZING BEAD 29 FLUSH ADAPTER HEAD 6 .750 I� 2.687 C 1 1.093 -� O It 2.625--++y117 F--2.750 � O q 912 Q'& 9 Qi FRAME HEAD JAMB STILE 518 .598 to Q -A Q IL <o .079 � ar W 2750-{I 2.500 .135 t�:� Q Cyulj;� G 1.435 I .3)5� I I jO .750 475. Jo FLUSH ADAPTER Sill a f L 19 VENT LATCH �--y-500 2.09{ I I1153 3.750 2.x8814F 117��_ 3082 � j f.0 14 6i0 2.792 2.697 y, 11- .062 0 W j © MEETING RAIL � I L � N �W I.eso 3 a 1.488 1.794 I N O N a to SLIDE ANCHOR CUP -1 .912 o = N x M o 2.875 to c+ 31 FLUSH ADAPTER JAMBS W 2 FRAME SILL I25 r . U ']06,2r T---] =o C, O 1.4135 1.557 "{ 1.025 Imo- I o U r- E , .808 .500 I- .O.W T-I I 750 T _ N LL_ - -1.250-J .100 1.125 ,750 .7-r- "078 s3O 11 ANCHOR CHANNEL Jz SNAP COVER F�-1.15J�1 .304 VENT TOP/BOTTOM RAIL O FIXED MTC. RAIL .080 I-il�- II .469 u g � n�3 3.128 1.250 CUZ1Ne IA" • • • • • •• ei•o • PVC . . . . . . . . 0 962 . .. . . . . ... .Fa.078 TYP. . • . • . . • • . o.. ... .. . . . ..3.0672.875 2.940 2.815 0 Engr:JAVAD ANMAO t •� CML L • ••• ••• ••• ••• ••• FLA PE/70592 'b' • • • • • • • C.A.N.3836 •se • • • •PR00tJtl'RHNBWBD J .062 --1,� • •• • • • • • !� ��4U dw FT1pId8 1.000 750 �pdindo TYP. L ••• • • • •AtaPladCo No 13 r2 3+� .._ --: - r drawing no. 3.626 1.750 03 FRAME JAM13 VENT 40 FRAME JAMB FIXED ••• • • • • 000MtemhDade rt nip7: ��.{� j,.�.'�laW04-3 9 vf • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V © n O 1= _ I �O 1s LL / a a aw b FRAME TOP CORNER I} I3 � 3 b �3 m z W w v VENT TOP/BOTTOM CORNERS i S Z rn w Z$$ IN 3a � =N • I I N^M v !%yhi I j W n pi H O c,- N t�k- o 10 u I • •• • • • • ••• • • • • • • • FRAM[ BOTTOM CORNER �o o �.�o •• ••• •• • • • •• Engr:JAVAp ANMAD '1 0 • ••• •• ••• ••• ••• CML • • • •• • • • FIA PE! 70.59] g � • • • • YRODUMr R13NHWBD C.A.N. 38 }• •• •• • • • • • • � as compi�l^B wlNibe FMrMIn � � � � e o 1 {ielld;ngtAEo 2 3- 1111 13 % , W04-36 MI D,dePmAoel Contra ��.I 7',) �.�1.1 FIXED-MM. RAIL CORNER ••• • • • • ••• • • sheet g of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE DIIAIIII—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTII•IENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamEdade.Qov/economy RC Home Showcase,Inc. 2970 NW 75th Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 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 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. RER reserves tlue 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. „�^^ -- 11 11 DESCRIPTION: Series"FX100”Aluminum Fixed Window-L.M.I. �iitdx L o •� 0000.. APPROVAL DOCUMENT: Drawing No. W04-44 titled "FX100 Aluminum fixed Window (L.M.I.)";•••;• sheets 01 through 07 of 07, dated 5/29/04 with revision "H" dated 10/10/13, �Tepfted bk*Al'Farooq •. Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade*U& ly Prc duct lContror"•'• Section Renewal stamp with the Notice of Acceptance number and Expiration dk* by the Miaini-Dads.... County Product Control Section. • 0000 . .. 0000. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••••• •• 09%.9 .. . . 0000.. LABELING: Each unit shall bear a permanent label with the manufactur&s Aame..•or logo, cit.y, state, • series, and following statement: "Miami-Dade County Product Control Approve', tmlCss otbprwi$e note4•..; herein. .000.0 REVISION of this NOA shall be considered after a renewal application has beenoffled•and t4ere"beeut• • 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 process.Misuse of this NOA as an endorsement j 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. ADVERTISEMENT: 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0713.09 and consists of this page 1 and evidence pages Irl, )r2, Ir3, Fro and Green Sustainable Attributes(G.S.A.)page G-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. MIAMMADe COON Y A NOA No.13-1112.15 Expiration Date: August 19,200 Approval Date: December 26,2013 Page 1 to �V RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0713.09) 2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 5/29/04 with revision "H" dated 10/10/13, prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 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 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6449,dated 2/29/12, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No.12-0713.09) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,T jkS Z02-94 3) Water Resistance Test,per FBC,TAS 20294 . :"'" ...... 4) Large Missile Impact Test per FBC,TAS X01!*94 ;• •; 5) Cyclic Wind Pressure Loading per FBC,TAA 203-94. .. •••••• 6) Kinetic Energy Drop Load Test(400 Ft. LQ,*Or ANSI A7.1 �•••• along with marked-up drawings and installation diagt'u,.bf ail %4iininuip.... fixed window, prepared by Fenestration Testing Laborator3p,•1o.l Tes-�J�eport No..:..' FTL-6043,dated 10/22/09,signed and sealed by Julio E.Gormle2,P. E.• •• ••••;• (Submitted under previous NOA No. 10-0426.07) '''''' ' 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 101-24 ;••• ; 2) Cyclic Wind Pressure Loading per FBC,11=203-94 3) Kinetic Energy Drop Load Test(400 Ft. Lb.),per ANAI f 91.1 along with marked up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5866,dated 10/09/09,signed and sealed by Michael R.Wenzel,P.E. (Submitted under previous NOA No. 10-0426.07) 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"290, dated 08/16/04, FT"294, dated 10/08/04 and FTL-4296, dated 10/08/04,all signed and sealed by Edmundo J.Largaespada 1 . (Submitted tinder previous NOA No. 05-0815.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTmm) 5. Test reports on: 1) Air Infiltration Test,per FBG,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 along with marked---up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4293, dated 10/08/04 and FTL-4295, dated 10/08/04, all signed and sealed by Edmundo J.Largaespada,P.E. (Subutitted under previous NOA No. 05-0815.0X) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al-Farooq Corporation, dated 06/21/12, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0713.09) 2. Glazing complies with ASTM E1300-04 0000.. 0000.. D. QUALITY ASSURANCE •• •• •• 1. Miami-Dade Department of Regulatory and Economic Resources OBER).: ........ . . . 0000.. E. MATERIAL CERTIFICATIONS •••• •• • 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont IhlBmourS&'Co.,Ind';••. for their"DuPont Butacite®PVB Interlayer"dated 04/11/1)!ex�tirring en•12k1111�•.. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont�eWours &.Co., Inc*•, for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expir..g on+01/14/17. .••.:. ..0000 . . . 0000.. F. STATEMENTS . "' ' 1. Statement letter of conformance, complying with FBC 2010, issued by'Al*Farooq Corporation,dated 10/15/13,signed and sealed by Javad Ahmad,P.E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya,Mr. Henry F. Kronfle-Kozhaya,Mr.Raul Casares, Mr. Eusebio Paredes and Ms.Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries,Inc., dated 10/30/2013,signed by Raul Casares,President. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter,the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. Laboratory compliance letters for Test Report No. FT"449, dated 2/29/12, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 12-0713.09) 8. Laboratory compliance letters for Test Report No. FTL-6043, dated 10/22/09, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under previous NOA No. 10-0426.07) 9. Laboratory compliance letters for Test Report No. FTL-5866, dated 10/09/09, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Michael R.Wenzel,PE. (Submitted under previous NOA No. 10-0426.07) 10. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo Narciso,Engineer 1,Product Control Division. • . . :..... ...... (Submitted under previous NOA No. 10-0426.07) • 11. Laboratory compliance letters for Test Reports No.'s FTL-4295, dat&8.IU08/04, '. FTL-4294, dated 10/08/04, FTL-4290, dated 08/16/04, FTj3, dated;f0/08/04*• and PT"296,dated 10/08/04,all issued by Fenestration Testing Laboratoiy,.Inc.,aIl"": signed and sealed by Edmundo J.Largaespada,P. E. •••• •• see** (Submitted under previous NOA No. 05-0815.01) G. OTHERS • • . . . . ...... 1. Notice of Acceptance No. 12-0713.09, issued to R.C. Aluminum Indusides;Inc. for •0• their Series"FX100 Aluminum Fixed Window-L.M.I.",approved on 09/06tl2 an0000** i • expiring on 08/19/14. j 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004"Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" --jJ I:J� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13---1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-3 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x,/WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked—up by National Certified Testing Laboratories,Test Report No.NCTIr110-12451.01,pages 01 through 07 of 07, dated 11/13109,.signed by Richard A. McVicker III,Simulator, and Steven H. Coble,NFRC Accredited Simulator,Simulator—In—Responsible—Charge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked—up by National Certified Testing Laboratories, Test Report No. NCTL-110-12452-1, pages 01 through 04 of 04, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice—President Engineering&Quality Person—In—Responsible Charge. . 4. Recycled Content Determination Report on: •••••• Name: Casement Window, CM100 •• • •11 •• Raw Material: Aluminum ••• 11• 6 •• •••••• Including letter fiom Fundiciones Industriales S.A. (F1 A) date, 03/22/1%;6.11; certifying that the extruded aluminum products contained-.30% recycled' scrap.:- material, signed by Henry Kronfle,Vice—President. 6 • • 0000 . .. 11.66611 11..11.• e • • • • • 1111•••• 1111•••• • • • 1111•.•• 1111 • • 1111• • • 1111 • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED GREEN SUSTAINABLE ATTRIBUTES(GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami—Dade,County Product Control. 'G.4.* 'RECYCLF,b.CONTI..E-.N.T.IBl"ASEDMATERIAE:/RArIDLY.RENCMkttRIAL %Recycled %Recycled %Bio—based %Renewable Material Component Name Content at at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A N/A G 8......V7FACTOR(T ANSrVIITT" LTR* ... ....... Q9� 'SUGGAOACT0.R SibiAR HEAT GAh4'C(iiFFicIENi)'.B' rU/IIR VISIBLE LIGHT.TRANSMIITANcE ATNORTYUL INCIDENCE.. ...... C-RC RESISTANCE CONDENSATION -- ""— Test Product G.8: G.9.1 C ID# Report#: Number Glazing Components: U_ SHGC VT R Factor Base line Product 000 5/32 CLR_240A2—SS—l)_ARG_BRZ—11809 0 PVB—l/8 0.48 0.23.,..Qj$ 16 1. 001 5/32 CLR 240#2--SS—D ARG BRZ-1/8 090 PVB 1/8 .118- 0.23.._q 4 I6 2. NCTL 002 5/32 CLR 24092—SS—D ARG CLR-1/8 090 PVB 1/8 Qj;. 0,2,t *9.13 16. ,..:. 3. 110-12452-1 003 5/32 CLR 240#2—SS—D ARG GRN-1/8 090 PVB 1/8 QZ8, 0.23 0.22 16. 0 4H004 5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8 *QA8 0,239v 0,91 1 0 W *000 0 99 Le end •• •.• :00 Abbreviations: Description: SS—D Desiccant—Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 P,#2 Surface Typical ARG 90% on PVB 0.090"Poly Viayl Bu al(PVB)interlayer V: CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass (THERAIAL:CONDUCTANCE G.10 4.C�FACTQIX E)iivrb/hR41,2 H, Component Name C—Value 1. Whole Window 0.95 Jaime D.Gascon,,P.E. Product Control Section Supervisor NOA No.13-1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 G-1 60"MAX. 60 1/4"MAX. WINDOW WIDTH WINDOW WIDTH 1� I 55 3/4" 56 1/2" Z ; D.L.OPC. FALSE MUHTINS D.L. OPG. g A MAY(SUBE USED FACE APPLIED) y, Al Ir II II II II II ---- ri it O� • OB�M it 'i II I, aoo V ------yF------7t------ t�'1 --- _ 'L i' m c o �I li m' o $ i, li W – ==c___iF======�i=====- W. �W,WIDTHp, 3 II I 3 ou OZ W w v, $ LL Dan w 4'MAX. 18"MA%. 4"AUX. I B"MAX _jE N n II.�CJI L _I x WIDOW WIDTH WINDOW WIDTH HEAO/SILL MEAD/SILI b HFAD/SILL HEA' U/SILL z n M i CORNERS �I CORNERS + ? W n y F — 1 r----, Ozl` o _ n I TYPICAL ELEVATION o_ TESTED UNITS i — —J FX100 ALUMINUM FIXED WINDOWS wwoow vnorH WINDOW WIO7H WINDOW WIDTH DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER AI CHARTS SHOWN ON SHEET 2. p cormpl FR6NEW Florida_ E r_ , m wmplying with Tho Fu kg APPROVAL APPLIES TO SINGLE FIXED WINDOWS, 8rdidln Code C _ I I I F I I ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER AO�pl� p° q O J y z �� MIAMI–CADE COUNTY APPR'D WINDOWS USING MMMI–DARE COUNTY ° ' APPROVED MULLIONS IN BETWEEN. r 3 I 3 I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL WKLY f01 SNTIRE SYSTEM. • • •• THIS PRODUCT WITH GLASS TYPES 'C', 'D' L J • • • • • • • • • m o g a$ c COMPLIES WITH REQUIREMENTS OF ANSI 297.1. THIS PRODUCT PIAL BCEN•DEaGNI D A*TESTED TO COMPLY WITH THE WINDOW WIDTHWIN_, Wtt1TH_ WINDOW WIDTH REQUIREMENTSTHS FLORIA4 861L CODE INCLUDING HIGH VELOCITYW c d Ir- -ll HVRF�1alEZ&NEe(HVH2�J! 0• • • •• THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. �---� SHUTTERS ARE T REQUIRED.NO WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER c q LOADS TO THE cf v STRUCTURE. ¢ngJAVAD AHMAD ' i ANSHORENTOTLL BE AMATERIAL ShIIAL B,I&EYOND AL DETAILS,ANCHORS CNC HA PE 1 70592 BIABBDMENATO BASE MATERIAL SWLL BE BEYOND WALL DRESSING OR STUCCO. C.A.N.3538 � -gWRING:OR LPADIVe CON6&14S NOT•SAOWN 14THESE DETAILS ARE NOT&ART QF•THIS AWRWAL• • • • •• ° A I&D DURATION INCR&ASE IS•USED IN DESIGN OF•ANCHORS INTO MOD ONLY. - �� -- v drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE WO4-44 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT f � J SHOWNBY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS l� SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM TF405E SHAPES. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ;. l� �__—_ REQUIR€MENTJS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 �l tOi • N b U • O, b - q N • N ^' q I A V ((,•�I I N 1 pp�� I A N G 4 I N t p• i N • O t A 4 G N 01 11 A + G G Ib N Ib O N O O d V O O O• O • O P O • P \ O •\ � b \d N 4 0\e � O � C y O2 \��` r 01 m V • Z ZA • V S O O O O O I 5' . O I O O O I O O O O O yyy O C O C b b C b O G Z 4 a{N� I I I I vy dw I �C. f olo o blb o 0 0 olblb b b o o b b o b o 0 0 0 o b b b b b b b b o b b b o b y I 11/16-MIN.TYP. CLASS BRE A 11/16- MIN.TYP. A / 11/16-MIN.TYP. m b n b GLASS BRE _ n b GLASS SITE m 0 47 m O A m$ � y mm S $ C o C o A 4 y C gg ow : In m A FPFi GA v m i� p o m OO m1{r1 „ m gz • N <A N V Z m m C A N 1; N V 08 Zrn m p • • m ••• • • �1••m y y m O z 1O O •••• • • N Z O r0 u rA N O • • • • r.0 U N • • • ro • • *00000 CJ 11/16'MIN.NP. � m 11/18-MIN.TYP. • •••• • I� •• • •• •• - b CLASS BRE ` >, b GLASS Bfi'E • • • • • A J� ••• • I • •• •••••• O • • N- C C • •.•••• o • m A •••••• m2Z m m v 4 • �I • ! o • •• molal x x • o ;ea$c • • • 0 o" s i 1yS �O U T1 A m N yNy )T • o� r ~ m 2 A m Gu z z s OD 'o c o O '1 D 1 o 11/16' MIN.M. �p� 11/1s•MIN.TYP. � y�a ; GLASS SITE :0 GLASS BRE d m b - b p m Ln -+ ,Q. m F zCA A m tr N A o /(� No C FF 2 p m �O D coo P �s o ngS o << � m(nm -O+ m a"z' m m 0"' �z m A 2 O A P O .. S cilcn O 2 O N (n n Z C (A m c o V NO N O it 16�MIN.TYP. j g 11/16•MIN.TVP. z / O ralm CLASS BRE m CLASS BRE Z b b O IS A n A 0 n N C C �m cmi>C,mwom g H m c m i yy Dr C m VI A V A m 9 w r 9� e� 06-29-04 revisions: FX100 ALUMINUM FlXED WINDOW (L. IM) AL-FAROOQ CORPORATION a w I 0 I no a e escn ton - T 1 O F I .min 1/2--1' IS.cwAxg ells sHrrr RC HOME SHOWCASE ENGINEERS&PRODUCT DEVELOPMENT 'N41,m UPoATED rON 200 EEr 3233 S.W.S7 AVE LVIXTEGOIDIN.FORREVR2O 2970 N.W. 75TH AVENUE I MIAMI,FLORIDA 33174 /�MIAMI, FL. 33122 TEL.(soet 28MB1Uo FAIL.(3�2.278 {oLENER�L RENSIONwrwr.ruwE REv. TEL (3G5)392-6214 FAX. (786)464-1582 COMP-ANL\WO4-44RC L ANCHORS TYPICAL ANCHORS SEE Erc . 1 SEE ELEV. x SEE ELEV. 3I 18Y FOR SPACING V FOR SPACING WOOD BUCK d• m O I d• . 'd d. 8O I O F~ h ZZ .� •d' d.y I d� , 3 NO QZ 6 WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE Oi < A 4 _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (�QQQ d AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS m 5 ACCESS HOLE METAL METAL SEE ELEV. TYPICAL ANCHORS: SEE ELEV. FOR SPACING STRUCTURE TYPICAL ANCHORS STRUCTURE FOR SPACING 3 u n FSEE ELEV. OR SPACING 1/4" DIA. ULTRACON BY 'ELCO (Fu-177 KSI,FY-155 KSI) h 1/4* D0. HILT[ KWIK-CON II (Fu-163 KSI,FY-157 KSI) a E7 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/Z" MIN. PENETRATION INTO WOOD --� N THRU 18Y BUCKS INTO CONC. OR MASONRY — g' I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY S b fl N DIRECTLY INTO CONC. OR MASONRY 3: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ZI 31 w 1/4" DIA. KWIK-FLEX SELF DRILLING SCREWS BY 'HILTI'(GRADE 5 CRS) tilo z INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - .090'1 X Cl j MIAMI-DADE COUNTY APPROVED MIAMI-DADE COUNTY APPROVED INTO METAL STRUCTURES 1i O=a cv Y - MIULSEE USCEP RATED NOA SG S SEE SEPARRATEU NOANµms STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 1 T.in = c (d ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) _ J Til - Z M N d � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE 2 C,L $ INTO CONCRETE AND MASONRY = 2" MIN. U rn INTO WOOD STRUCTURE = 1" MIN. 1'+ tt INTO METAL STRUCTURE = 3/4" MIN. o TYPICAL ANCHORS CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. SEE ELEV. FOR SPACING TY ANCHORS C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. V. FOR SPACING SEALANTS: o ALL FRAME AND VENT CORNERS SEALED WITH g JOINT SEALANT. v i •• ••• • • • • • •• PRODUCF RENEWED 5 • • • • • • • • m compiyh's w(Ih 1he Florida c u 8 8 S R • • •• • • • • Bw1dA16 Code �L 2 S g o • •• • • • ••• Ac prance No .i J O • • • • • • • Sxpi1 B 4 \� •• ••• \'�• • • 3 11 iv � By � / ff � Mieml Rede ProMlcl(Yattroi � 3 - � Enqr:JAYAD ANNAD � 1 d Is • • • ��•, ••• 'LzCML 1 d. • - • • A .. F CAN.5570592 n 0 LL 'd .. a • •. • •, • • v • • -•RY- r- TYPICAL ANCHORS ' t--• __ _ i E( TYPICAL MICHORS P v •• • " • f v - •v v SEE ELEV. _-- drawingno. A' • I 1 SEE ELEV. !v , TYPICAL ANCHORS FOR SPACING FOR SPACING 1BY SEE ELEV. �.: J } W04-44 W000 BUCK ••• • SPACING• • ••• • • sheet 3 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS rc l► SEE ELEV. y 1� 1BY FOR SPACING WOOD BUCK a & fl 3 e• ♦ Pi Z A� 3 n. � � 3 ��r I• � = 3 11 \N ol � \" c g Q t&Q METAL METAL SEE ELEV. HORS Q; b STRUCTURE TYPICAL EV ANCHORS STRUCTUREA FOR SPACING LL w 4 FOR SPACING N re 4Sf 11 N N C1 `� n \ C3 3 w Ia �Z MIAMI-OAOE COUNTY APPROVED MIAMI-RADE COUNTY APPROVED IL•�O Q N MULLION&MULLION ANCHORS MULLION&MULLION ANCHORS 2 r _ a SEE SEPARATE NOA SEE SEPARATE NOA d �3� z W O0 C, L1 JTYP..tEAN."ORS FOR SSPACING STYPICAL ANCHORS &n FOR SPACING o qq U to r I 5 ACCESS HOLE •• ••• • • • • • •• PRODUCT RF.NEIVED _ 4 • • • • • • • • • a comVlV 119 with Lha FIOH& a °e$$o • • •• • • • • • Du11dInB Cock 2 ° • •• • • • ••• • Accept. to�.7 S > • o e • • • • • • • '� � Bxpi nAato i � Q O B� 2 i � • � • • • 1 12 t = Mi9mi Dade uct Centro) m Engr:JAVAD AHM AD t c CML e e • •• ••• 006 •, FIA PE/70592 '$ _ . e• • • • •: 1► .. C.A.N.3538 }` .+ - . • - •0 0 TYPICAL ANCHORS ~' ♦ e \i E I •TYPICAL ANCHORS v •1• •, • SEE ELEV, r � 1 drawing no. * I SEE ELEV. • >TYPICAL ANCHORS FOR SPACING I, •` FOR SPACING 1BY SEE ELEV. �!I4i [.?1, W04-44 WOOD BUCK FOR SPACING ^ ••• • • • • ••• • • sheet 4 of 7 • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS TYPICAL ANCHORS 4 y SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING w I 1/2"SHIM 1/4"SHIM 3 MAX. MAX. Z 11 Cj 4 C1 O Qr ACCESS HOLE d O n - s O < WOOD GK Cf BY WOOD—CKWOOD STRUCTUIOt Q d`O [� I X O�"�8 WOOD STRUCTUR& D.L.OPG. {L z 3 , WINDOW WIDTH Q W m N TYPICAL E ELEV.FOR SPACING TYPICAL ANCHORS J SEE QEV.FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS 3 I/2"MAX. 1/4- FOR ESVACING FOR SPAR SEE ELEV Z n SHIM SHIM / 1/2"MAX. 3 O O W W (/} 1 1'MAX. SHIMS O Q W C C SHIMS 12 I ?. 12 '.• � ?i Q OYcr a 2 4 S 7 N W n 7 ° ° 0 2 _- o U0 _ x J 1BY WOOD BUCKS I 1 EXTERIOR 1 ' D.L.OPG. WINDOW WIDTH o & O MWA:SSN.UTr I-DAADECOUNTY O PRODUCFRDNEWED �OA • • • • •• os MMAYIno with the FlorWn • • 8 S • • • • /14 SMS OR TEKS SCREWS Daildin0 Codo • • • • • • SEE ET.EV.FOR SPACING Aaeptanca No p1'^ ACLE •• • • ••• • > v a • • • • • • • • 11Xplre a ate _ 0 p � c o wl. o z Mieml Dade Product Control_— 3 _— —.-- Engr.JAVAO AHMAO d. CML i • • •• ••• FLA.N.!$ 70582 0 i PG. • • EXTERIOR• Zl.l.OPG. drawing no. a WINDOW WIDTH WINDOW WIDTH ;r / W04-44� • /'tic . J �13 sheet $ O 7 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • -x{.750 ITEM NO. PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS F �u I 2.000 1.876 1 CM100-007 AS REOD. FRAME JAMB/SILL 6063-T8 FOR FIXED WINDOW 1 2 CMIOO-012 AS REOD. AMO/SILL ANCHOR CLIP _6063-T6 - _ pd TYR .082 674 3 CMIOD-015 AS REOD. FRAME HEAO/SILL/JAMB _ 6063-TB - Z tl j 7yp, .062 1 .300 2,000 � —_I. ! CM100-Of6 4/WOW GLAZING BEAD(IAM.GLASS) � 6083-78 - Q L 500 �I 125-14A CMIOO-017 4/WOW GLAZING BFAC (LAM. INS. GLASS) ' 6083-T6 - f 1.875 —{ I_I�8_ 48 C_M_IOD-029_ 4/NOW _GLAZING BEAD (UM.GLASS) _ 6063-TB FOR CIRCUTAR FRAME v .875 II FFF�� 4AS CMIOO-028 4/WOW GLAZING BEAD (UM. INS. CUSS) 6063-T6 FOR CIRCULAR FRAME Q .873 FLUSH ADAPTER HEAD/SILL 5 CM100-018 4/WDW SNAP COVER(LAM.CUSS) 6063-TG 0 IF---2125 5A CM100-019 4/NOW SNAP COVER(LAM.INSUL.GLASS) 6063-T8 - Q n 6 CMIW-031 AS RE00. CORNER LACK 8083-T6 Cl) FRAME JAMB/SILL 3 FRAME HEAD/SILL/JAMB .88J 7 V-039 AS REOD. VINYL FOR 3/18'UM.@INSUL.LAM.GLASS PVC 1.203 41.072- 7A V-038 AS RE00. VINYL FOR 7/16'UM.CUSS PVC•125 8 AS REOD. _3/16'X 3/8'X 4'LG. SETTING BLOCK Ix ,.804 1.906 9 AS REOD. 1/8'X ,/2"SINGLE FACE TAPE --.969 •907 .062 9A AS REN. 5/I6'% 1/2"SINGLE FACE TME 062 •9 '907 10 /10 X 1" 2/CORNER FRAME ASSEMBLY SCREW__ ST.STEEL PH PHL. SMS __ J 0 M L�9•2 I I 11 CM 100-035 AS REOD. FLUSH ADAPTER HEAD/SILL 6063-T8 Q 1.5421 .500 12 CM100-034 AS REOD. FLUSH ADAPTER JAMBS 8063-T6 - N O M 12 GLASS STOP (LAM. GLASS) GLASS STOP (LAM. INSUL GLASS) FLUSH ADAPTER JAMBS I 4 '3 -1�—.1F,0 .110�r (2)#10 x 1/2'P.H.SMS (2)p,o x 1/2'P.H.SMS o .050 TYP. I .OSp ryp,-'Ig7IF� POINT'8"SCREW POINT'0'SCREW 3 LLJ j .8751 .875 .T_ 1 3/8"X 1 3/4'x 1/8'THK -l_ WELOEO _-_ CMI00-031 __ 8 4 W 1 I ALUM. PLATE CORNER LOCK V L-1.315�•1 � I' 111 i 1 11 1 11 I I 111 � W M ONi SNAP COVER LAM. GLASS SNAP COVER LAM. INSUL GLASS i i i i O Z n 1.315 o N .�, 1 � ' • I ` � ' % x Uma1� � 2 F IBB .983 865 963 1 __L_- � I '__L_• �/ I �____ I ------- 082 i (2) /10 x 1' I P.H. SMS TYP. I -•i .612 I I � '' i POINT'8'SCREW /` `I 4B i MITER CORNERS GLASS STOP (LAM. GLASS) GLASS STOP (LAM. INSUL. GLASS) FOR CIRCULAR FRAME FOR CIRCULAR FRAME f .734 CIRCIAAT{, IND01 094 Rl • • • • • • CIRC�1`AR WINDOWS 0 as OETOPTION 21.583 • • • • • • • • • F .�RECT. OR�SQUARE WINDOWS � •• ••• •• • • s •• 2 JAMB/SILL ANCHOR CLQ - o FRAME CORNERS Engn JAVAVI AHMAOCIVIL a c • ••• ••• ••• ••• ••• FU.PE/70592 .393'( �°" .380 • • • • i • • CAN.35J8 • • • • /ItODl1C'*RCNI:WIiU .500 •• • • • • • • as comp) %ilh the Fb1idL -- ••• • • • Ou�ding C� .} 2 • �� .125 Reeeptattl No,,(,✓r �.� _ -_.'//.� droMmg no. UA - Zolq W04-44 8 CORNER LOCK ••• • • • • •• Miami ade Product Costed sheet li of 7 • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF ANCHORS SIDE/SIDE OR TOP/BOTTOM WINDOWS TYPICAL ONE OR TWO ONE ANCHOR TWO ANCHORS AT EACH S1DE OF MULLION RI� SEE CHART AT LEFT AT EACH SIDE AT EACH SIDE FOR CAPACITIES q WINDOW DIMS. OF MULLION OF MULLION Q i WIDTH(W) LENGTH (L) EXT.(+)ANT.(-) EXT.(+)/INT.(-) W1 W2 <j 19-1/8- 80.0 _ 80.0 Q d 24' a0.O 80.0 26-1/2' solo 80.0 \�1 30' 90.0 60.0 O >a-3/a• 37' 80.0 80.0 42' 80.0 80.0 mac- zry�OO 48' 60.0 80.0 ,,{\ 53-1/8' 60.0 80.0 &D - 24' 78-1/B" 80.0 60.0 24• 72.5 80.0 �X� 26-1/2• 72.5 80.0 _ a .30 48• 72'5 80.0 37' 70.5 __80.0 42' 62.1 80.0-- 48" 62.1 80.0 53-1/8" V 62.1 80.0 , r 19-1/6' 60.0 80.0 3 24• 68.7 80.0 o � o � 26-1/2' 68.7 80.0 B z ww 1 30' . 68.7 80.0 C3 Z 4 37' 66.8 90.0 LLIw __ 42' 58.9 80.0 WINOOW ANCHORS SEE 48' 58.9 80.0 ' 3' SHEEP i FOR LOCAiK1N AND SHEET 2 FOR ANCHOR TYPES 53-1/8" 58.9 80.0 19-1/8" 72.7 80.0 I J�J 24' 58.0 80.0 i Q O Z h 26-I/2' 58.0 80.0 TYPICALELEVATIONS O o O m 80' - RIDE BY SIDE WINDOWS (�r Q 30' 58.0 60.o SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 04 37' 56.4 80.0 _ D 42' 49.7 80.0 19-1/8' 69.3 80.oW1 + W2 WIDTH (W) _ 24" 53.2 80.04: 26-1/2- 63, 53.2__ 80.0 i 30" 55.2 80.0 c 4 37' SJ.7 80.0 ��: C 42" 47.3 78.9 ALUM"TU E"MUL N O 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF IX3 WINDOW MULLION. ^ a 19-1/8" 66.1 80.0 SEE CHART AT LEFT, •g FOR OTHER MULLXIN TYPES TYPICAL ANCHORS 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2. 24' 52.7 80.0 _ SEE SEPARATE ROASEE ELEV. 26-1/2' 66' 32.7 80.0 •• •• • • • FR S-INC•• 3. FOR OTHER MULLION TYPES SEE SEPARATE NOA. 30' 52.7 80.0 • • • • • • • • • 4. USE SMALLER DESIGN LOAD CAPACITY OF 1, 2 OR 3 ABOVE. me 37" 51.3 80.0 • • t •60.8 80.0 24• 48.3 80.0 26-1/2' 72' 48.3 60.0 _ _ - 30' 48.3 77.3- - Engr.JAVAD AHMAOCNI1 33 JT 47.0 77.3 L9N, •• - - ••• FIA P /L 70592 �_ 3 • CAN. 19-1/8' 58.8 80.0 • • • • I I 1'ReDUGT Rf N6\VUD 3538 24" 48.8 80.0 •• •• • • • • • • • &nylyOry with Rte Florida D.L. Bu&,I 26-1/2' 74-1/4' 46.8 80.0 O.I.OPC. ••• • ! • OL J.�"� �5 /��/ Jo' 48.8 74.9 EXTERIOR HxCAot�p 2 �"`'-"r-r drawing no. ' W04-44 37' 1 45.6 1 74.9WINDOWWIDTH WMDOW WIDTH C. _ ••• • • • • ••• • hiltmd Dade Product Control 11 sheet 7 of 7� • • • • • • • • • • 000 0 • 0 006 0 0 M IAM I•DADE hIIAMI—DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %,nnv.miamidade.eov/economv RC Home Showcase,Inc. 2970 NW 75'h Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 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 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. 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. I DESCRIPTION: Series"FX 345"Aluminum Window Wall System—L.M.I. '� .o APPROVAL DOCUMENT:Drawing No.W03-103,titled"Series"FX-345 Alin 42ndow.WaILSystem (L.M.I.)", sheets 01 through 09 of 09, dated 11/14/03 with revision "T" dated M 0/01-0, prepa&&ty Aly...:. Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miavei OOt a County Product • Control Section Renewal stamp with the Notice of Acceptance number and ExpigWoit4ate bl'tbeViami- • .... . .. ..... Dade County Product Control Section. •••• •• • •• ••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ..'..' •..' ...... LABELING: Each unit shall bear a permanent label with the manufacturer's:WV:)r logo, City, state, •, series, and following statement: "Miami—Dade County Product Control Approved", unless otteavile noted* herein. •••••• REVISION of this NOA shall be considered after a renewal application has been filed and tfrese*1 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 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 removalof NOA. ADVERTISEMENT: 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0410.25 and consists of this page 1 and evidence pages E-1,E-2,E--3 and E--4,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.13-1112.08 MIAMFDADE COUNTY Expiration Date: March 25,2019 Approval Date: December 26,2013 i' •I„ttE�'1 I Page 09 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0525.05) 2. Drawing No. W03-103, titled "Series "FX-345 Alum. Window Wall System (L.M.I.)", sheets 01 through 09 of 09, dated 11/14/03 with revision "X' dated 10/10/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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 along with marked—up drawings and installation diagram of aluminum window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL--6098, dated 12/11/09 and FTL-6044, dated 12/30/2009 respeotive) , both signed and sealed by Michael R. Wenzel,P.E. : .•. •••••• (Submitted under previous NOA No. 10-0525.05) ' . . . ...... 2. Test report on: 1) Safety Performance (Impact)per AmericarLj...�tipnal.. Standard for • • Safety Glazing Materials Used in Buildings?ANSI Z--p7�1 (CPSC: 16 CFR 1201), 0.00 •0 00.00 along with marked—up and die drawings of aluminum window mal?lyster$'prdpared "•'0 by Fenestration Testing Laboratory,Inc.,Test Report No.Yrto;511$,dated 0;1*/05/07;•' . . signed and sealed by Carlos S.Rionda,P.E. . . ...... (Submitted udder previous NOA No. 07-0831.05) 0 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-940' 0• ;•; • 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of aluminum window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"612,dated 05/17/05, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA No. 07-0831.05) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.08 Expiration Date: March 25,2019 Approval Date: December 26,2013 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTRilMD) 4. 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) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3719,dated 02/26/03, signed and sealed by Joseph C. Chan,P.E. (Submitted tinder previous NOA No. 03-1023.02) 5. 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) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test•Rep�ort No. FTL-3713,dated 02/14/03, signed and sealed by Edmundo J.Largaespad3;P'E 006%6 . (Submitted under previous NOA No. 03-1023.02) •• • •• • 6. Test reports on: 1) Small Missile Impact Test per FBC,TAS 20f-:94 • •' •••••• 2) Cyclic Wind Pressure Loading per FBC,f4$�d3-94 :•:•.: along with marked--up drawings and installation diagram'Af.Aumi*d*i.jWindoV ... wall systems, prepared by Fenestration Testing Laboratory,ire,:Test-Reports NG.*:••' FTL-3478,dated 07/03/02,signed and sealed by Edmundo J.TaiVhespa&,P*E. 0900:9 (Submitted tinder previous NDA No. 03-1023.02) :09:6: ' 00 7. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,P:18202-94;*0 along with marked—up drawings and installation diagram•of a1uminum..windoV`: wall systems, prepared by Hurricane Engineering & Testing, Inc., Test•Report No. HETI-01---1188, dated 05/22/01, revised on 06/23/03, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 03-1023.02) 8. Test reports on: 1) Small Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of aluminum window wall systems, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--01-1018,dated 05/18/01 and HETI--01--1038,dated 06/20/01,both signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NDA No. 03-1023.02) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.08 Expiration Date: March 25,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 9. 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 along with marked—up drawings and installation diagram of aluminum window wall systems, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1037,dated 06/20/01,signed and sealed by Rafael E.Droz—Seda, P.E. (Submitted under previous NOA No. 03-1023.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al Farooq Corporation, dated 03/16/10, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 10-0525.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(�IER).: E. MATERIAL CERTIFICATIONS """ •• •••••• 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont be)4.ginourj&*Co., Inc;.... for their"DuPont SentryGlas®Interlayer"dated 08/25/11,4p14hg on plyj gt17. • 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont D&Ntlnours& Co., for their"DuPont Butacite®PVB Interlayer"dated 04/11/13; dXpiring en?2%11/16 ... •• 3. Notice of Acceptance No. 12-1231.08 issued to Eastman CheM101 Company(MAJ for their"Saflex CP—Saflex and Saflex HP Composite Glass Inrerlay(svvith •�� PET Core"dated 03/28/13,expiring on 12/11/18. :"": 4. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their."Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. 5. Notice of Acceptance No. 10-0201.01 issued to Viraeon,Inc.for their"Viracon HRG-2 Glass Interlayer",dated 03/24/10, expiring on 02/12/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by Al—Farooq Corporation,dated 10/15/13, signed and sealed by Javad Ahmad,P.E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation, Sunbiz�docuument dated 10/11/13. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.08 Expiration Date; March 25,2019 Approval Date: December 26,2013 E-3 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya,Mr. Henry F. Kronfle-Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms.Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc.,dated 10/30/2013, signed by Raul Casares,President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. Laboratory compliance letter for Test Reports No.'s FTL-6098, dated 12/11/09 and FTI -6044, dated 12/30/09, prepared by Fenestration Testing Laboratory, Inc., signed and sealed dated by Michael R. Wenzel,P.E. (Submitted under previous NOA No. 10-0525.05) 8. Laboratory compliance letter for Test Report No. FTL-5318, dated 07/05/07, prepared by Fenestration Testing Laboratory, Inc., signed and sealed dat4d W Carlos... . S. Rionda,P. E. ••0 • •• • (Submitted under previous NOA No. 07-0831.05) *so:** • •• •••••• 9. Laboratory compliance letter for Test Reports No.'s FTL ffl:•dated 05717/2001•••• FTL-3713, dated 02/14/03 and FTL-3478, dated 07/03/02, Pw4wed by:FeUestratiojV.... Testing Laboratory,Inc.,signed and sealed dated by Edmundo-J.Plargaespada,.P.E. ..:..' (Submitted corder previous NOA's No.'s 07-0831.05 and 03-1023.02) •••• •••••• 10. Laboratory compliance letter for Test Report No. FT"3119i dated 02/26/03, • prepared by Fenestration Testing Laboratory, Inc., signed anO sealicl•dated by•• • . . E mon o J.Largaespada,P. E. .. . ... •••••• (Submitted under previous NDA No. 03-1023.02) •• • 11. Laboratory compliance letter for Test Reports No.'s HETI-014188, dated 05/22/01, HETI-01-1037, dated 06/20/01, HETI-01-1018, dated 05/18/01 and HETI414038, dated 06/20/01, prepared by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 03--1023.02) G. OTHERS 1. Notice of Acceptance No. 12-0410.25, issued to R.C. Aluminum Industries, Inc. for their Series "FX 345" Aluminum Window Wall System - L.M.I.", approved on 07/05/12 and expiring on 03/25/14. f Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.08 Expiration Date: March 25,2019 Approval Date: December 26,2013 E-4 124 1/2' f' x OVERALL WIDTH M�V 42 1/2" 41' 41" MULL SPACING MULL SPACING MULL SPACING 143 J/ Z 7V/0 OR THREE ANCHORS OVERALL WIDTH 3" 38 1/8" 38 1/8" 38 1/8' 1 3/8' -AT JAMB 1 3 !"Ij as SEE SHEET 6 FOR CAPACITY 1 3/8 45' 45" 45" /8' Q n 1 �n D.L.OPG. O.L.OPG. D.L.OPG. I D.L. OPO. D.L.OPG. D.L OPG. Cs A a N W / Oaao Z STEEL ¢ B tg REINFORCING STEEL m AS REDD. REINFORCING AS REOD. O n A i I� D E o F UN-ANCHORED JAMB mx s d ^ 4 =1 0 I j rn Irl 17 3' WnM p 2 V N Z o i I � 6" MAX. i TWO OR THREE ANCHORS 10"MAX. TPP, n 6'MAX. TWO OR THREE ANCHORS 10"MAX.TPP. HEAD/SILL -AT EACH SIDE OF JAMB/MULLION qT HEAD/SILL HEAD/SILL AT EACH 510E OF MULLION AT HEAD/SILL Q CORNERS SEE SHEET 6 FOR CAPACITY CORNERS SEE SHEET 6 FOR CAPACITYY ,'4 C ILL g PRODUCT RBNBWED ai;u TYPICAL ELEVATIONS meomptymlwiUldleFlorWe R IW TESTED UNITS BuuatnDoola ��— oa °g f Q W Accepwrco Tw INSTRUCTIONS: uAt.mtJ7911tYroct Control FX-345 ALUM. WINDOW SPALL SYSTEM L.M.I. .• ••LICE%MIA AS fiOLLOV. • •• _ WINDOW WALL SYSTEM WITH GLASS TYPES 'A' b. 'B' ONLY THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. • • • • • • • • COMPLIES WITH REQUIREMENTS OF ANSI 297.1. •G7�� ;TERMI•F•DE;3N•AN.LO.�R-WUIREMENT BASED _ SHUTTERS ARE NOT REQUIRED. � •ON WIND lEL041TY,4BLD{.jiF0CHT,OND ZONE y S B CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. ••• • USING•P%JCAGLEE6SCE@7%TANDARD• LAMINATED GLASS STEP 2 SEE CHARTS ON SHEET•3 FIR("GN LOAD --� CAPACITY of DESIRED cuss. LARGE MISSILE_IMPACT THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ""'" 4 4 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP 3 CHECK�MIULLIONN CAPACITY FOR A GIVEN SPACING AND Engr.JAVAD AHMAD T 4 HURRICANE ZONE (HVHZ). • ••• THE CAPA /SF D ERC T E4 & .5 LOAD. FLA,PE/70592 n 333 CIVIL ANCHORS SHALL RE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS • • • •. CAN,3536 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ••.STEFZ 4 tJ$INCy&ART SHEETS 6 SQECT ANEHOR OPTION IN PES N N�MAKE�TIAN•DESIGRD SPECIFIED ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • •• IN STEPfnT !8f tt NOT PART OF THIS APPROVAL. ••• • • • • LI� 1 � 1t(.�1� dino. �� FOR CAPACITY OF JAMBS WITH ANCHORS OPTION SEE fI drawing MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CHART ON SHEET 8. O W03-1 03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SgT7EEPp 8g THE LOWEST VALUE RESULTING FROM STEPS 2,3, 4 •iTi AND{SWLLIPPY'4T%EVRE SYSTjfM. sheat j oT 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 F 91 1 R �o 0G 00 0 0 SILICONE SILICONE SILICONE SILICONE Q DOW CORNING 995 4C0/R95 DOW CORNING 995 DOW CORNING 995 LL Z d g 1/4"HEAT STREN'D GLASS T STREN'D CLASS 1/4"TEMP.GLASS 1/4"HEAT STREN'0 GLASS J eq1 ,L,"JJ LLj .090'INTERLAYER INTERLAYER 090"INTERLAYER .187"INTERLAYER Q w~f c SENTRYGLAS BY-DUPONT- YCLAS BY*DUPONT' SAFLEX CLEAR k COLOR GLASS VIRACON HRG-2 O BY'EASTMAN CHEMICAL CO.' BY VIRACON INC.' � N 1/4"HEAT STREN'D GLASS4"HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS v F C � ' WOm=NY3 0In9 10 9 10 & i n ro m J 0,� =o o GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'CGLASS TYPE 'B' I N LSI SILICONE SILICONE yy DOW CORNING 795 DOW CORNING 995 G a 1/4"HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS C 8€W Q .090"MTEf8.1YER SAFLFX CP u BUTACITE I BY 077"INTERLAYER 'DUPONT' 19 Hl''EASTMAN CHEMICAL CO.' 1/4"HEAT STREN'O GLASS 1/4"HEAT STREN'0 GLASS X t15 DUCI'REN6\VHD PRO xmyny lyinAgd_aewtei,t_h ilia Flori7d SILICONE SILICONE ••• • • • • SILGDNE DuildinOCDOW CORNING 795 DOW CORNING 995 • • • • • • NDOW CORNING 995 m• • •• Aaepta • • •• • • • ose c. • / O v V -i _;; i; .. ...�I, Mislni Uedc I4odnct Cantml 11 _ En9r.JAVAD ALMAD CML 0 0 • ••• •• F. • - - - - • FIA PE 1 70592 • • o •—_ C.A.N.3539 10 10 • •• • • • • • •• 4 � 000 • GLAZING DETAIL AT 7AMH•ONLY • drawing n0. GLASS TYPE 'E' GLASS TYPE 'F' GLASS TYPES 'E' k 'P' I`"� GLAZING•• •OPIOTNS sheet 2 of 9� • • • • • • • • • :-o.: • • • •• •• 000 0 0 0 •s• 0 0 GLASS DESIGN LOAD CAPACITY- PSV GLASS DESIGN LOAD CAPACITY- PSP le U GLASS TYPES GLASS TYPES _ _ _ _ O.L.O. O.L.O. No DINS TYPE'A' TYPE'B' TYPE'C' TYPE'D' TYPE'E' TYPE'p NOMINAL DINS TYPE'A' TYPE'B' TYPE'C' TYPE'D" TYPE'E' TYPE'P' WIDTH WIDTH pp QMQ EXf.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) ERT.(+) EXT.(+} EXT.(+) EXT.(4) EXT.(+) Z 3 O.L.O.WiUrH D.L.O.HEIGHT IM.(-) INT.(-) MT.(-) IIT.(-) INT.(-) EXT.(+) -(-) D.L.O.WIDTH D.L.O.HEIGHT RIT.(-) IM.(-) IM.(-) W.(-) INT.(-) EXT.(+) INT.(-) r�FZ 24' 95.0 115.0 81.0 120.0 s04 740 117.0 24' - 115.0 81.0 120.0 80.0 _74.0 117.0 r€w y 27' 95.0 115.0 81.0 120.0 80.0 74.0 117.0 27' - 115.0 81.0 120.0 80.0 74.0 117.0 O 11g0 30" 95.0 115.0 8t.0 120.0 80.0 74A 117.0 W. - 115.0 81.0 120.0 80.0 74.0 117.0 o O 111>uuu� C 33' - 115.0 81.0 120.0^-- 80.0 74A 117.0 33' - 115.0 81.0 120.0 _80.0 74.0 117.0 36" - 115.0 8t.0 120.0 80.0 74A 117.0 36' 84' - 115.0 81.0 120.0 80.0 74.0 117.0 0 y 39' - _ 115.0 81.0 120.0 80.0 74.0 117.0 39' - 115.0 - 120.0 80.0 - 42" - 115.0 81.0 120.0 80.0 74.0 117.0 42" - 115.0_ - 120.0 80.0 - - _ � IMS 45' 60' - 115.0 _ 81.0 120.0 80D 74.0 117.0 45' - 115.0 - 120.0 80.0 - - 0 <Q 48' - 115.0 81.0 120.0 80.0_ 740 117.0 48' - 115.0 - 120.0 80.0 - - OJ C d a 51' - _ 115.0 61.0 1200 80.0 T 74D 117.0 24' - 115.0 81.0 120.0 80.0 74.0 117.0 x r 54" - 115.0 81.0 120.0 80.0 - - 27' - 115.0 81.0 120.0 80.0 74.0 117.0 0 1 LL a 57" - 115.0 - 120.0 80.0 - - 30' - 115.0 81 D 120.0 80.0 74.0 117.0 Q 60' - 115.0 - 120.0 80.0 - - 33' - 115.0 81.0 120.0 80.0 74.0 117.0 83" - 115.0 - 120.0 80.0 - 36' �• - 115.0 61.0 120.0 80.0 - - 88' - 115.0 _--- 120.0 80.0 - - 39' - 115.0 - 120.0 60.0 - - 69' - - --- 120.0 - - - 42' - 115.0 - 120.0 80.0 - - v m 24' 95.0 115.0 81.0 120.0_ 80.0 74D t 17.0 45' - 115.0 - 120.0 80.0 - - 27" 95.0 115.0 81.0 120.0 _80.0 74.0 117.0 24' - 115.0 81.0 120.0 80.0 74.0 117.0 30' - 115.0 81.0 120.0 80.0 74.0 117.0 27' - 115.0 81.0 120.0 80.0 74.0 117.0 � 33' - 115.0 81.0 120.0 80.0 74.0 117.0 W. - 115.0 81.0 120.0 80.0 74.0 117.0 W Lo 38' - 115.0 81.0 120.0 80.0 74.0 117.0 33' 96' - 115.0 81.0 120.0 80_.0 - - _ 3 Q Z 4 39' - 115.0 81.0 120.0 80.0 74.0 117.0 W. - 115.0 - 120.0 80.0 - - 3 3 4 42' 66• - 115.0 81.0 120.0 SO.O 74.0 117.0 39' - 115.0 - 120.0 80.0- - - $ Q N +_ 45' 115.0 81.0 120,0 _ 80.0 74.0 117.0 42" - 115.0 - 120.0 80.0 - - 48' - 115.0 81.0 120.0 ~80.0_ -_ - 24' _- 115.0 81.0 120.0 80.0 74.0 117.0 W M p 51' _ 115.0 - 120.0 80.0 - - 27' - 115.0 81.0 120.0 80.0 74.0 117.0 3 "� 54" - 115.0 - 120.0 80.0 - - 30' - _115.0 81.0 120.0 80.0 74.0 1174 =Z n 57" - 115.0 - -- _-120.0 80.0 - - 3J' 102' - 115.0 - 120.0 80.0 - --- d' o 60' - 115.0 _-- 120.0 80.0 - - 36' - 115.0 ,._ 120.0 50.0 - 63' - - - 120.0 - - - 39' - 115.0 - 120.0 80.0 24' 95.0 113.0 81.0 120.0 60.0 74.0 117.0 24' - 115.0 81.0 120.0 80.0 74.0 117.0 21- - - 115.0_ 81.0 120.0 80.0 74.0 117.0 27' --_ - 115.0 81.0 120.0 60.0 74.0 117.0- JO' 115.0 81.0 120.0 _ 80.0 74.0 117.0 JO' - 115.0 81.0 120.0 80.0 - - 33' J- 115.0 81.0 120.0 80.0-- - 74.0 117.0 33' log" - 115.0 - 120.0 80.0 - - • 36' - 115.0 81.0 1200 __•80.0 74.0 117.0_ W. 115.0 - 120.0 _ 80.0 € p 39" - 115.0 __$1_.0 120.0 80.0 74.0 117.0 J9' •- - - 120.0 - - - 0 42' 74' - 115.0 81.0 -- 120.0 80.0 74.0 117.0 24' 115.0 81.0 1280 80.0 74.0 117.0 C 45' - 115.0 81.0 120.0 80.0 - - 27' - 115.0 81.0 120.0 80.0 74.0 117.0 y `? 48" - 115.0_ -- 120.0 solo - - 30' 114' - 115.0 - 120.0 60.0 - 51' - 115.0 - 120.0 80.0 - - J3' - 115.0 - 120.0 80.0 • • - - ODUCI•RCNGWCD 54' - 115.0 - 120.0 80.0 - - ••36" • • - - - 120.0 80.0 - - comPh•In8lvilh the Howeo R 57' - - - 120.0 80.0 _--- - 0 24' • •• • • -• •15.0 61.0 120.0 80.0 _ 74.0 117.OB.jjdj.0('do J'�[j, A 24' _ - 115.0 81.0 120.0__ 80.0 74.0 117.0 ••2T•• • 1�� • !_ 1 81.0 120.0 80.0 - - A IPtm1c Ub Vw 27' - 115.0 81.0 120.0 80.0 74.0 117.0- • �••• •• i •11.0 - 120.0 60.0 - f 3D' - 115.0 81.0 120.0 80.0 74.0 117.0 33 115.0 120.0 80.0 33' - 115.0 81.0 1204 80.0 74.0 117.0 iami Dade ltradnct CbuWl Engf:JAVAO ANMAD I + Jill O _ SEE SHEET 2 FOR GLAZING DETAILS. - 3333 SB' 78 , 115.0 81.0__120.0 80.0 74.0 117.0 ••• ••• ••• ••• ••• FIA PE 70522 CNX 39' - 115.0 81.0 120.0 80.0 74.0 11780 • • • • • CAN.3538 -L42' - 115.0 - 120.0 80.0 - - $ u - 115.0 - 120.0 80.0 - - • • • • • • • �- II5.0 - 120.0 80.015.0 - 120.0 80.0 - _ NOTE: = ; rowmgGLASS CAPACITIES ON THIS SHEET ARE - W03-103 - - - 120.0 - - - BASED ON ASTM E1300-09 (3 SEC. GUSTS). 0(; '?' } Vill sheet 3 ut 9 ••• • • • • ••• • • • e JAMB &MULLION DESIGN LOAD CAPACITY -PSP JAMB k MULLION DESIGN LOAD CAPACITY - PSP y�U WITHOUT INTERMEDIATE HORZONIALS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB TYPE'JI' JAMB TYPE'M' MULL TYPE'MI' MULL TYPE'M2' MULL TYPE'M8' NOMINAL DIMS. JAMB TYPE'Jl' JAMB TYPE'J2' MULL TYPE'MI' MULL TYPE'M2' MULL TYPE 118' le%1 WIDTH(Yn FRAME NOW EXT.(+)&INT.(-) EXT.(+)&INT.(-) EXT.(+)&INr.(-) EXT.(+)&INT.(-) EM.(+) INT.(-) WIDTH(W) FRAME HEIGHT EXT.(+)&M.(-) EXT.(+)&INT.(-) EXT.(+)&WT.(-) EXT.(+)&INT.(-) EXT.(+) RlT.(-) Z n�� JO' 120.0 100.0 120.0 120.0 120.0__ 120.0 30• 115.0 100. - 75.0 63.0 81.0 P� s 1"' o 36' 120.0 100.0 120.0 120.0 120.0 120.0 J6• 115.0 100.0 - 75.0 63.0 81.0 42" 120.0 100.0 120.0 _ 120.0 120.0 _ 120.0 42• 102• 115.0 _ 100. - 75.0 83.0 81.0 04 �gp 48' 120.0_ 100.0__ 120.0 120.0 120.0 120.0 48' 75.0 100.0 - 75.0 63.0 8_1.0 0 54' 60" 120.0 100.0 120.0 _ 120.0 120.0 120.0 54' - 1004 - - 63.0- 81.0 spa 60' 120.0 _ 100.0 120.0 120.0 120.0 120.0 JO' 115.0 100.0 - 75.0 63.0 81.0 Q n 66• 120.0 100.0 120.0 120.0 120.0 120.0 J6' 115.0 100.0 - 75.0 83.0 81.0 V 72" 1200. 100.0 120.0 120.0 120.0 120.0 42' 108' 115.0 100.0 - 75.0 63.0 81.0 d I ya 6tT 30• 120.0 100.0 120.0 120.0 120.0 120.0 48" 75.0 100.0 - 75.0 63.0 81.0 G LL<p 36' 120.0 100.0 120.0 120.0 120.0_ 120.0 54• - - - - 63.0 81.0 42' 120.0 100.0 120.0 120.0 120.0 120.0 JO' 115.0 100.0 - 75.0 63.0 61.0 Q (' 48' 88' 120.0 - 100.0 120.0 _- 120.0 120.0 120.0 1' 114' 115.0 100.0 - - _ - 7_5.0 __ 63.0 81.0 54• 120.0 100.0 120.0 120. 120.0 120.042• 75.0 100.0 - -_75.0 63.0 81.0 60• 120.0 100.0 _ 120.0 120.0 120.0 120.0 48' - 100.0 - - 63.0 81.0 it 66" 120.0_ 100.0 - 120.0_ 120.0 120.0 120.0 30' 115.0 100.0 _ - 75.0 63.0 81.0 72• 120.0 100.0 120.0 120.0 120.0 120.0 J6" 128• 115.0 iW.0 - 75.0 63.0 81.0 g 30" 120.0 100.0 120.0 _120.0 _ 120.0 120.0 42' 75.0 100.0 - 75.0 63.0 81.0 -1 I 38' 120.0 100.0 120.0 120.0 120.0 120.0 48' - 100.0 - - 63.0 1 81.0 42' 120.0 100.0 t20.0 120.0 120.0 120.0 Jo' 115.0 - _ - 75.0 63.0 81.0 W e 48" 72. 120.0 100.0 120.0 -_-__120.0 120.0 120.0 36" 126' 100.4 - - 75.0 63.0 81.0 1 n Q Ll 54" 120.0 100.0 120.0 120.0 120.0 120.0 42" - - - - 63.0 81.0 J W LlZ 60• 120.0 100.0 _ 120.0 120.0 120.0 120.0 1 63.0 81.0 66" v 120.0 100.0 120.0 120.0 _-_120.0 120.0 �+ 72' 120.0 --_100.0 120.0 120.0 120.0 120.0 $ O Q 04 r Z =F_N N JO' 120.0 100.0 120.0 120.0__ _120.0 120.0 3 Q)'n M'O 36' 120.0 100.0 --- 120.0 120.0 120.0 120.0 I f w^M rn 42' 120.0 -- 100.0 120.0 120.0 120.0 120.0 I O Z 48• 120.0 _-- 100.0 120.0_- 120.0 120.0__1_20.0 vs 10 _ 54' 78" 120.0 _ 100.0 120.0 120.0 120.0 120.0 "�1 (-)I v 60' 120.0 100.0 120.0 120.0 120.0 1 120.0 R'N I 66' 120.0 100.0 _ _ 120.0 - 120.0 120.0 120.0 O 72' -__ 120.0 100.0 - - 63.0 81.0 JAMB TYPE'Ji' JAMB TYPE'J2MULL TYPE'Nl' MULL TYPE'M2 30' 120.0 100.0 120.0 120.0 120.0 120.0 MULL TYPE'N5' 36' 120.0 100.0 _ 120.0 120.0 _120.0_ 120.0 42' 120.0 100.0 120.0 120.0 _.__._120.0 120.0 48' 64' - 120.0 100.0 120.0 _ 120.0 120.0 120.0 oz F 54' 120.0 100.0 _ 120.0 120.0 120.0 120.0 g 60' 120.0 100.0 _ 116.2 1182 _ _116.2 116.2 1a" 66' 120.0 100.0 110.4 110.4 a 110.4 110.4 30' _ 115.0 100.0 80.0 115.0 115.0 115.0 36' 115.0 100.0 80.0 11&0 115.0 115y PRODUCT RENS\YED r n w as com 1 dn8 with the Florida •-- • • •_ • •;•• • P1 _ s S 42' 115.0 100.0 80.0 115.0--- 115. 115.0 w j j j Builau�p Cade 1 Og ° o r 6 48• 90' 115.0 - 100.0 80.0 -11 s.0 115.5 115.0 t ••t i'i 1 Atc4Ptmsca No �7 .d o.6 H o 0 6 • • • ••• fix 17x1 ZOZ •5 0 y 54• 75.0 100.0 - 63.0 81.0 • • • • i • - 80' - 100.0 - - 63.0 81.1•• •• • • • • -' Y �- .. MimJ Dade Pr0aad('Anili0l 66' - - - - - 63.0 81.0 a 30' _ 115.0 100.0 80.0 11&0 115.0 115. Engr.JAVAD AHMAOCML 1 36' 115.0 100.0 80.0 115.0 1 .0 1 FIA PE/70582 42' 115.0 100.0 80.0 115.0 015.0 188.0 ••: •• Wt•• ••t2 W3 CAN.3538 ' 48' 86' 75.0 100.0 BOA - .0 •• •• • •,,•,� • f{ S $ u 54' 75.0 100.0 _ - - _ 63.1 M• • • • • •I^YH (191 wt 80' - 100.0 - - N p • • AT•FRAME VMS r drOmng no. wlorH (w) - wz + wa t W03-103 AT FRAME MUIUON 2 11 �0:0 .',�� sheet_4 of 9 • • • • • • • • • • JAMB &MULLION DESIGN LOAD CAPACITY - PSF JAMB &MULLION DESIGN LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS _NOMINAL DIMS. JAMB TYPE'JI' JAMB TYPE'J2' NULL TYPE'MJ' MULL TYPE'M2' MULL TYPE'M3' _ NOMINAL DIMS. JAMB TYPE'JI' JAMB TYPE'J2'_ HULL TYPE'MI' MULL TYPE'92' MULL TYPE WIDTH CW) FRALIE HEIGHT EXT.(+)&90.(-) EXT.(+)&IM.(-) EXT.(+)&INT.(-) EXT.(+)&INT.(-) EXT.(+) INT.(-) WIDTH(W) (FRAME HEIGHT EM.(+)&INT.(-) EXT.(+)&INT.(-) EXT.(+)&INT.(-) EXT.(+)&INT.(-) EM.(+) INT.(-) Z r 30' 120.0 100.0 120.0 120.0 120.0 120.0 30' i 115.0 _ 100.0 _ - 75.0 63.0 81.0 0 38' 120.0 100.0 120.0 120.0 120._0 120.0 38' I 115.0 100.0 - -_ 75.0 63.0 81.0 a#� 42' 120.0 _100.0 120.0 120.0 _ 120.0 120.0 42' t02' 115.0 _100.0 -_ _ 79.0 63.0 81.0 Or O 48' 60, 120.0 100.0 120.0 120.0 120.0 120.0 48' 75.0 100.0 -u 79.0 _ 63.0 81.0 aY^ 54' 120.0 1011.0 120.0 _ 120.0 120.0 120.0 54' - 100.0 - - 63.0 81.0 60- 120.0 100.0 120.0 120.0 120.0 120.0 30' j 115.0 100.11 - 75.0 63.0 87.0 LL a 66' 120.0 100.0 120.0 120.0 120.0 120.0 36' _ 100.0 - 75.0 63.0 81.0 �pJ 72' 120.0 100.0 120.0 120.0 120.0 120.D 42' I� 108' 115.0 100.0 - 75.0 63.0 81.0 W. _ 120.0 100.0 120.0 120.0 120.0 120.0 48' ( 75.0 100.0 75.0 63.081.0 36' 120.0 _ 100.0 120.0 120.0 120.0 120.0 54' - - - - 63.0 81.0 °ti exp x 42' 120.0 100.0 120.0 _ 120.0 120.0 120.0 30' I 115.0 100.0 - 75.0 63.0 81.0 3 F 48' 88, 120.0 100.0 120.0 120.0 120.0 120.0 36' 114• 115.0 100.0 __ - v 75.0 6J.0 BI.O Iat Z H 54' 120.0 100.0 120.0 120.0 120.0 120.0 42' I 75.0 100.0 - 75.0 63.0 81.0 60' 120.0 100.0 120.0 _ 120.0 120.0 120.0 48' ! - - 100.0 - - 63.0 81.0 a ^f 66' __120.0 100.0 120.0 120.0 120.0 120.0 30' 115.0 100.0 - 75.0 63.0 _ 81.0 c 1. 120.0 100.0 120.0 120.0 120.0 120.1) 36' 120• 112.8 100.0 75.0 63.0 81.0 ME 30- 120.0 100.0 120.0 120.0 120.0 120.0 42" i 75.0 100.0 - _ 75.0 .63.0 81.0 35- 120.0 10_0.0 120.0 120.0 120.0 120.0 48' ! - 98.2 - - - 63.0 81.0 ,g 42' 120.0 100.0 _ 120.0 120.0 120.0 720.D 30' 115.0 - - 75.0 63.0 81.0 m 48' 72' 120.0_ 100.0 120.0 _ 120.0 120.0 120.0 38' 126, 97.4 - - _75.0 63.0 81.0_ 54' 120.0 100.0 _120.0 120.0 120.0 120.0 42- _ - - - - 63.0 81.0 W W V 60' 120.0 100.0 120.0 120.0 120.0 120.D 48' - - - - 63.0 81.0 3 Q Z 68' 120.0 100.0 120.0 120.0 120.0 I-. 3 3 6 72- 120.0 100.0 112.0 112.0 112.0 112.0 L 0 0 Cl 30- 120.0 _ 100.0 120.0 120.0 120.0 120.0 3 X�in j� e 36' 120.0 100.0 120.0 120.0 120.0 120.0 X. W"" a 42' 120.0 100.0 120.0 120.0 -- 120.0 120.0 / O 3i 78- A 48' 120.0 ^100.0 120.0 120.0 120.0 120.0 r _ _n 54' 120.0 --- 100.0 -_ 120.0 120.0 120.0_ 120.0 n 0 0 J 80' 120.0 100.0-- 113.8 120.0 --- 120.0 120.0 dr N 66' 120.0 100.0 103.5 110.2 110.2 110.2 72' 120.0 100.0 - - 63.0 81.0 JAMB_TYPE2jI, JAMB TYPE'J2MULL TYPE'MI' MULL TYPE'M2' MULL TYPE'113' 30' 120.0 100.0 1200. 120.0 120.0120.0 36' - 120.0 100.0 _120.0 120.0 -- 120.0- 120.0- t, 42' 120.0 100.0 120.0 120.0 120.0_ 120.0 t 3. INTERMEDIATE HORIZONTALS fQ2 03 CCg 48' 84' 120.0 100.0 120.0 120.0 120.0 120.0 c F 54' 120.0 _ 100.0 _ 109.1 115.0 115.0 115.0 80- 120.0 100.0_ 98.2 --- 98.2 98.2 98.2 1u n Be, 120.0 100.0 89.2 89.2 89.2 89.2 30' 115.0 100.0 _ 80.0 115.0 115.0 _115.0 36' 115.0 100.0 80.0 115.0 115.0 115.0 PRODUCT RENEWED ••• • • • • as cnmplyuig wiN dm FI<ridn ni 42 115.0 700.0 60.0 115.0 _ tts.o _T14-1 .D • 3 7, • • • • r,,• i• BaildlA lroa< o r a 48' 90' 115.0 100.0 80.0 115.0 115.0 116.0 • •• • i • • Acccplalca No ° o a 0 0 o d 54' 75.0 100.0 _ - _ - BJ.O 81. •• • • • •• • BxpJrel4N+�D:M1e 60' - 100.0 - - 63.0 8•.0 ••• •• ••• • ••• B < � ;0 68' - - - - 63.0 1 81.0 Miwni Dade Product Canlr0l I 30' 115.0 100.0 80.0 175.0 115.0 715.0 Engr.JAVAD AHMA0 1 I t3 i 36' 715.0 100.0 80.0 115.0 115.0 iS.D CNII•• ••• ••• •• ••• FIA.PE.(70592 I I 42' 98, 115.0 100.0 80.0 115.0 115.0 116.0 • • 1 W2 W3 CA.N.3538 o S 48' 75.0 80.0 - 63.0 •0 • • •• •• • *•�u� • , o" �i h 5 54' 75.0 _ 100.0 - _ - 63.0 W.0 •• • • • • WID�,,q(•W - �l '��i,.. ill '-'-� 80' - 100.0 - - 63.0 • • AT FRAMF•JAMB • �' ' drawing no. WIDTH (W) - W2 + Wa AT FRAME MULLION 2 sheet L of 9 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 0•• 0 0 ANCHOR DESIGN LOAD CAPACITY - PSP ANCHOR DESIGN LOAD CAPACITY - PSF V 2 ANCHORS•EACH SIDE OF JAMB OR MULL S ANCHORS•EACH SIDE OF JAMB OR MULL 2 ANCHORS•EACH SIDE OF JAMB OR MULL 3 ANCHORS•EACH SIDE OF JAMB OR MULL 4ft o 3/8"MAX.SHIM SPACE 6/8"MAX.SHIM SPAC 3/8"MAX.SHIM SPACE 6/8"MAX.SHIM SPACE 3/8"MAX.SHIM SPACE 6/8'MAX.SHIM SPACE 3/8"MAX.SHIM SPACE 5/8"W.SHIM SPA fiY NOMINAL DIMS. _ TYPE'A' TYPE'B' TYPE'A' TYPE'B' TYPE'A' TYPE'B' TYPE'A' TYPE'B' NOMINAL DIMS. TYPE'A' TYPE'B' TYPE'A' TYPE'B' TYPE'A' TYPE'B' TYPE'A' TYPE'B' Z WIDTH(1T) FRAME HEIGHT EXT.(+) EXT.(r) EXE.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) WIDiHFRAOE HDCHT EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EM.(+) EXT.(1-) O w INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) IM.(-) INT.(-) F o 30' 120.0 120.0 120.0 112.8 _ 120.0 120.0 _ 120.0 120.0 30" 120.0 _95_.9 120.0_ 66.4 120.0 120.0 120.0 99.5 Q 36- 120.0 120.0 120.0 94.0 120.0 120.0 120.0 120.0 36- 120.0 79.9 100.6 55.3 120.0 119.9 120.0 82.9 '3ri 42' 120.0- 116.5 120.0 80.6 120.0 120,0 120.0 120.0 42' 102" _ 120.0 68.5 86.3 47.4 120.0 102.a _ 120.0 71.1 0 0��y1 48' 60' 120.0 101.9 120.0 705 120.0 120.0 120.0 105.7 48' 109.2 59.9 75.5 41.5 1204 89.9 113.2 _ 62.2 �,0 54' 1200 90.6 114.0 _62.7 120.0 120.0 120.0 94.0 54- 97.1 53.3 57.1 35.9 120.0 79.9 100.6 55.3 F 60' 120.0 81.5 1028 56.4 120.0 120.0 120.0 84.6 30" 120.0 90.6 114.0 62.7 120.0 120.0 120.0 94.0 S ri 66' 120.0 74.1 03.3 513 120.0 1112 120.0 76.9 36- 120.0 75.5 95.0 52.2 120.0 113.3 120.0 76.3 V 6 Q Q 72" 120,0 67.9 a5.5 47.0 120.0 101.9 120.0 70.5 42- 108" 117.9 64.7 _ _81.5 44.a 120.0 97.1 120.0 _ 67.1 30' 120.0 120.0 120.0 _ 102.5 120.0 120.0 120.0 120.0 48" 103.2 56.8 71.3 39.2 120.0 94.9 106.9 58.7 yya�� 36' 120.0 _ 120.0_ 120.0 855 120.0 120.0 120.0 120.0 JO" 120.0 85.8 108.0 59.4 120.0 _120.0 120.0 99.0 Q y ~ 42" 120.0 105.9 120.0 73.2 _ 120.0 120.0 120.0 109.8 36" 114• 120,0 __71,5 90.0 49.5_ 120.0 107.3 120,0 74.2 j K N 48' 86' 110.0 92.6 116.6 _ 61.1 120.0 120.0 120.0 95.1 _ 42" 111.7 61-3 77.2 42.4 120.0 92.0 115.7 63.6 Q 54" _120.0 82.3 103.7_ 57.0 120.0 120.0 120.0 85.4 48' 97.7 53.0 67.5 37.1 120.0 80.5 101.3 55.6 60' 120.0 74.1 93.3 51.3 120.0 1 112 120.0 76.9 30" 120.0 81.5 102,6 56.4 120.0 120.0 120.0 84.6 N 68' 120,0 67.4 0+.a 46.6 120.0 1_01.1 120.0 69.9 38' 1�, 120.0 87.9 95.5 47.0 120.0 101.9 120.0 705 I $ 72" 112.5 81.8 77.8 42.7 120.0 92.7 116.6 64.1 42' 106.1 58.2 73.3 40.3 120.0 _ 87,4 109.9 60.4 JO' 120.0 120.0 120.0 944 120.0 120.0 120.0 120.0 48' 92.9 51.0 64.2 35,7 120.0 76.5 96.2 52.9 36' 120.0 113.2 ^^120.0 783 120.0 12OA 120.0 117.4 30" 120.0 77.6 97.8 53.7 120.0 116.5 120.0 80.5 1 n 42' 120.0 97.0 120.0 67,1 120.0 120A- 120.0 100.7 36' 126" 117.9 64.7 81.5 44.8 120.0 97.1 120.0 67.1 1 G 48' 72' 120.0 84.9 106.9 56.8 120.0 120.0 120.0 88.1 42' 101.1 55.5___ __69.8 36.4 120.0 632 104.7 575 W j 54" 120.0 75.5 95.0 52.2 120.0 113.3 120.0 79.3__ 48' 88.4 48.5 61.1--- 33.fi 120.0 72.8 91.6 50.3 3 W 60' 120.0 67.9 85.5 474 120.0 101.9 120.0 70.5 ;O 3 Q 0 N + 66' 112.5 61.8 77.8 42.7 _ 120.0 92.7 116.6 84.1 9BERNEDU7E HORUONTALS Z 2 0 jE N n 72' 1 103.2 58.6 70. 79.2 -120.0 84.9 100.9- 58.7 ----- - � � 3 0 vl i•1 bl 30' 120.0 120.0 120.0 a8A 120.0 120.0 120.0 120.0 w^Irl m J6' 120.0 104.5 120.0 72.3 1_20.0 120.0 120.0 108.4 � �Z 42" 120.0 _ 89.5 112.8 624 120.0 120.0 120.0 92.9 - - -- - - - - a _ 48- 78' 120.0 78.4 98.7 54.2-- 120.0 117.8 120.0 _ 81.3 Gni I(6�- 54' 120.0 89.7 _87.7 48.2 _120.0 1045 120.0_ 72.3 W 1 O• 1 9• �i N 60' 1143 _627 _ 79.0 43.1_ 120.0 94.1 118.4 65.0 t 2, O 66' 103.9 57.0 71.8 39.4 120.0 85.5 107.6 59.1 72- 95.2 52.3 65.8 362 120.0 78.4 98.7 54.2 .- 3o" 120.0 116.5 120.0 80.6 120.0 120.0 120.0 120.0 36' 120.0 97.0 120.0 67.1 120.0 120.0 120.0 42' 120.0 83.2 104.7 57.6 120.0 _ 120.0 120.0 68.3- Wl W2 W3 QIg€ 48' 84" 120.0 72.8 91.6 50.4 120.0 109.2 120.0 75.5 54" 117.9 84.7 81.5 44.8 120.0 97.1 120.0 67.1 WIDTH W1 u 80' 106.1 56.2 73.3 403 120.0 87.4 -_ 109.9 60.4 AT FRAME JAMB °1 Q 3" 06' 965 52.9 66.0 36.6 120.0 79.4 99.9 54.9 W2 + W3 WIDTH (W 30' 120.0 _108.7 120.0 75.2 120.0 120.0 120.0 112.7 • • •••AT f RAIaE A�1 1f�N • • 2 •• 6• 6" c u o a, n _ _ 9" 36' 12 0.0 90.fi 114.0 62.7 120.0 120.0 120.0 94.0• • • • 42' 120.0 77.6 97.8 53.7 120.0 _ 1165 120.0 60.5 •• ••• • ••• •• c LL s a a 48" 9o' 120.0t72.8 85.5 47.0 120.0 161.9 120.0 70.5 • • • • • • • • • TWO ANCHORS A7 EACH SIDE THREE ANCHORS AT EACH SIDE �- 54' _110.0 76.0 41.8 120.0 90.8 114.0 62.6 •• •• • • • •• OF MULLION OR JAMB OF MULLION OR JAMB 60' 994 66.4 37.8 120.0 81.5 102.6 56.4En9r.JAVAD AH30' 120.0 120.0 705 120.0 120.0 120.0 105.7 CML36- 120.0 106.9 58.8 120.0 120.0 _120.0 8811 ••• ••• ••• ••• ••• FUl PE/-70592C.A.N.3535120.0 91.6 50.4 120,0 109.2 120.0PRGDUC48' 96" 11e.1 80.2 44.1 120.0 95.8 120.0 am* lY�l�wOi lhe:onde54" 103.2 71.J 79.2 120.0 84.9 108.9 •• • • •• • ary' �92.9 64.2 75.3 120.0 78.3 96.2 52.9 F,np�rely 9 Q� W03-103 kinmi D9dx Pmdacl Cony 1i•' ';'1),} sheat 6 f79:) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v � HORS SEE ELEV.ITYPCFOR SPACING METAL STRUCTURE /� o TYPICAL ANCHORS 1/8'MIN.THICKNESS �V j SEE @.EV.FOR SPACING 2 P o n (nf- 2L> V Q ahi a 06ao mil .0 0 44, 6 I O — N e METAL STRUCTURES NOT BY RC HOME SHOWCASE „I MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I W w t Q Z 4 3 a - —O TYPICAL ANCHORS: SEE ELEV. FOR ING �Z_ p a N W p 8 TM" HILTt KWIK-CON II(Fu-163 KSI,Fy=157 K51 3 V1 N M N° F = O t nMN �( m DIRECTLY INTO CONCRETE W n W e 1-5/8' MIN. EMBED INTO CONCRET p Z L N ' - (Fu=92 KSI,Fy=120 KSI) n ,i INTO METAL STRUCTURES N „ STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) — ALUMINUM : 1/8" THK. MIN. (6063-T6 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO CONCRETE = 2-1/2" MIN. ^ i s7 o n INTO METAL STRUCTURE = 3/4" MIN, OR W€€ a4�R CONCRETE i'c 3000 PSI MIN. MASONRY f'm 1600 PSI MIN. SEALANTS: •• ••• • • • • • •• N $o r n 1 ALL FRAME CORNERS AND MULLION SEAMS SEALED cc o e S'R e • • •• • • • • • WITH SILICONE. ` .0 0 • •• • • • • ••• • 0 0 ti� •• ••• •• • • • •• © N Y � E"r:JAVAD AHMAD t CML • ••• ••• ••• ••• ••• FLA.PE 111 70592 • • • • • a • • •• ••PaRs cOoDYUaCE i0. �1vVCV8ri-do�j/I f CAN. 53�8 httw a OS y1at a d 5 ••• • • •nPt�, GaNlt on � i. drawing no. .TYPICAL ANCHORS .. SEE ELEV.FOR SPACINGS f � r oL �,,..�;.� nc13 ROiaml DaAe Pratl Conlro r,/� �eheet 7 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 0 TYPICAL ANCHORS V SEE CHART STEEL BAR REINFORCING OPTIONAL FOR CAPACITY SEE SHEETS 3 AND 3A FOR CAPACITIES r� MU SHIM STEEL TO BE PAINTED OR PIATEO MAX,SHIM f 3 AND SEF IN MULLKX4 CAVITY WITH SILICONE SEE CHART BELOW SEE CHART BELOW METAL STRUCTURE O 1. 1/8'MIN. THICKNESS 3 O WITH JAMB ANCHORS 5 O 4 O MAX.SHIM O j 12 - TYPICAL ANCHORS SEE CHART BELOW d fa+ SEE CHART BELOW •• 4 FOR CAPACITY 4 C nu • Li'I V,'1 O K Q L 4 Y 4 LL V, _ _ O OD& g 4 Q vi r` F3i TYPICAL ANCHORS 1D 11 SEE CHART BELOW C O.L.OPG. D.L.OPG, FOR CAPACITY 3 Ld Z FRAME WROTH o 3 Q JAMB ANCHORS DESIGN)AAD CAPACITY - PSP EXTERIOR 12"O.C. MAX.SPACING 12 Z=N JAMB WITH FRAME ANCHORSi 3 N W)M^ e 1/4"MAX.3NtAf SPACE0/B'MAX.SHIM 9PACP.5/6"MAX.SHIM SPAR I � a TYPE'A' TYPE'B' TYPE'A' TYPE'B' TYPE'A' TYPE'B' I m 3, n WIDTHEM.(+) EXT.(+) EXT. (+) EXT.(+) OCT.(+) EXT.(+) O L tL N INT.(-) NT.(-) INT.(-) INT.(-) NT.(-) INT.(-) a = _-n OWITHOUT O WITHOUT 30' 120.0 120.0 120.0 120.0 120.0 120.0 U OOl JAMB ANCHORS JAMB ANCHORS 36" 120.0 120.0 120.0 120.0 120.0 117.0 N B 42" 120.0 _ 120.0 _ 120.0_ 120.0 120.0 101.0 48' _ 120.0 120.0 120.0 120.0 1 120.0 88.0 54' 120.0 120.0 120.0 113.0 120.0 78.0 •a •'• 60' 120.0 120.0 120.0 102.0 120.0_ 70.0 w 66" 120.0 120.0 120.0 93.0 117.0 64.0 TT 0 9 W 8 72' 120.0 120.0 120.0 85.0 107.0 59.0 c • • 7 ' 6"O.C. MAX.ANCHOR SPACING E ` DESIGN LOAD CAPACITY 120 PSF t " 5/8"MAX. SHIM SPACE �op lap u a • • � r r W _ JAVAD AHMADh ••• ••• ••e •t• t•t FIAP�L 73/10 X 3/4' � • • 92 TEKS O.L�O - En9r, • • • t}L, OPG. • • CAN.353 Y AT 18'O.C. • • • • • • I tODUCT'RENEWED r 8 MIN, Br MAX. FRAME WIOTH MIN.g MAX. •• WIN♦ • ca o1!��in;VithFthe Florida --!/•,. GAP GAP AcccptalTcc NP 13 a Ing no SLICONE Fix o Delo OPTIONAL JAMBS WITHOUT FRAME ANCHORS DOW CORNING 790 _ 202 l W03-103 MN CAP= 0.0032 X FRAME HT. ��Yy°��.�.U�y(', `;"(,� ••• GAP O�SO�N.• ryli Dade 1 rodict oolro t • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 6 0 max. 1.250 I ITEM N0. PART NUMBER QUANTITY ORSCRIPTION _- 6063-To IL MAX O PEQUIV.RRILUIXS U 1 iX345-04 AS REDD. FRAME HEAD/SILL 6063-TB ALUMAX OR EQUIV. � M .375 2 FX345-06 AS REDD. GLAZING RETAINER(HEAD/S(LL) 8063-T5 ALUMAX OR EOUN. i 1.150 -7 2A FX345-013 AS REDD. GLAZING RETAINER(JAMB) 6063-Te ALUMAX OR EQUIV. ,125 28 FX345-05 AS REDD. GLAZING RETAINER(HORIZONTAL) 8063-T5 ALUMAX OR Equiv. 575 .100 TYP O . ,125 3 FX345-09 _ AS REDD. FRAME JAMB -_ 6063-TS ALUMAX OR EOUN. F 3•� 3.000 3.000 3A FX345-012 AS REDD. ALT.FRAME"B 1 6063-T6 ALUMAX OR EQUN. ME 38 FX3t5-Ot9 AS REDD. ALT.FRA .NAX MB 2 808}_T6 ALUMOR EQUN. 4 FX345-01 AS REDD. FEMALE MULLION 8083-T8 ALLAW OR EQUN. 5 FX345-02 AS REDD. MALE MULLION 8083-T6 ALUAAX DR EQUN. O u 6 FXJ45-07 AS REDO. SNAP-IN COVER HEAD/SILL 6083-T5 ALUMM DR EDUN. 7 245FX011 AS REDO. SNAP-IN COVER JAMB 8083-T5 ALULW DR EQUIV. V Qrj te+1l 4.375 �I O .250 . 250 8 --WV-8215 AS RE00. WEOCE GASKET VINn WOORG [jy `J 9.1 - AS REDO. 3/18-X 1/2"NORTON SINGLE FACE TAPE - V2100 SERIES v <a Q FRAME HEAD/SILL GLAZING RETAINER HEAD/SILL GLAZING RETAINER HORIZONTAL - C�{n 9 WV-3289 AS REDD. RULE WEATHERSTRIPPING VINYL. WR10RC � 4D .855 I� 1095 9.1-- V-OB6 AS REDO. BACK UP VINYL VINYL 9.2 V-069 AS REDD. 1/2.OFFSET GASKET VINYL 10_ - 2/LITE SETTING BLOCKS(3/4'X 5/8"X 3-1/47 NEOPRENE LOWE .6 0 B60 J- Ell - - _ SEALANT DOW CORNING 995 OR EOUAV. _SIl1CONE ,125 TYP. 12 - AS REGO. RENFORCNG BAR,FULL LENGTH(1/2"X 3) STEEL SIUCONED IN PLACE --� .040 I h�1,730�•I 13 - 4/CORNER FRAME ASSEMBLY SCREWS - / 12 X 1-1/4"HH SMS (-.050 3.398 1 n 8 v O7 SNAP-IN COVER JAMB SNAP-IN COVER HEAD/SILL 4.398 yg W 1---1.812 1.850 / W L 3 7 .250 e �� > 3 .250 .100 TYP. I I� 3.281 2.808 3.275 3.281 L-3.000 -1 W 1�IMj q 4.531 I 4.531 ® GLAZING RETAINER JAMB /e' / I O z LL L<1 � 2 •n Of N M W O MALE MULLION FEMALE MULLION °g 3'000ki "{ FRAME CORNER a PRODUCTRP.NGWED 4 2 .125 TYP. •• ••• • • • • • U e0n1P15-IDS with lite Flnrldo V 1.175 1.281 •218 • • • • • • • m Dni1JiDB CDdc ,t 3_ o a o o 1 T3 vvcPlm:<e�L -YF • •• • • • ••• • 30Ic i o • • • • • • .870 3.281 870 1116 ••• • 26 • • • ••• � - 4.531 4.399 4.531 .100 TYP. A4fanl Dedc I'�Ddud Cmum� .100 TYP. 1.236 1.130 Engr:JAVAD AHMADCIVIL c•, _ 1 • •• ••• • • ••• •• FLA PE 170592 00 1LI C.AN..3538 •• • • • • • • ZADIUS CORNE1.250 R b i • • / � �f ,�' drawing no. .3u 1ae7 ,.Iso ,1aB ;i1.,' ?�Il W03-103 O FRAME JAMB ALT. FRAME JAMB i ALT.FryE fMB 2 sheet g of g M r • • • • • • • • • • • •• •• • • • •• •• 000 0 • • ••• • • ! E �% "•. last ro r_ Ol �; ••L%_ M PP37.50"MAX.OVERALL _ _; .0 z FRAME WIDTH Vii: * �a, -Op— 5200 W. CENTURY BLVD. =�%�• co LOS ANGELES, CA 90045 > > M C4 Smooth / Wood Grain / White Wood Grain h X z Rustic / Mahogany K s m o g m I° N g 56 r Series O Fiberglass Door Z U.o °° a T 3 N E �W Ln INSWING / O U SWING � C a ,IMPACT' _ ° W C. GENERAL NOTES O O o 1-4 N = _ LNiJ Z Ln 19 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code "' W o Q (FBC) structural requirements including the"High Velocity Hurricane Zone"(HVHZ). < X O Z 2 z 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material < J gCD shall be beyond wall dressing or stucco. � 5 w W w v O O cr 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not N .• N require an impact resistant covering. °O o •' ' ``" . 0 r- Q. .. .. o- 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies with see:** Y lull > Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets ••••• • ' 0° : "' missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. •••• ••• N •• •• •• • • •••• 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry L. ••••• �* •• construction. . N . *see LL • 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed •••' ••• w •: s engineer or registered architect. •" w o � LO 7. Outswing configurations meet water infiltration requirements for"HVHT'. All other configurations do not w meet the water infiltration requirements for the"HVHT'and must be installed only in non-habitable areas or Q a at habitable locations protected by an overhang or canopy such that the angle between the edge ofA0Z canopy or overhang to sill is less than 45 degrees. M a MAX. DESIGN PRESSURE1. (PSF), w i TABLE OF CONTENTS SWING "_ a SHEEN DESCRIPTION t1M�Nt�?N,. Pf�STf1VE NEGATIVE 0 1 Typical elevation,design pressures,&general notes 37.50" " z n° z 2 Door panel details INSWING x +75.0 -75.0 DATE: 02/16/12 Z 3 Horizontal cross section 82.00" SCALE: N.T.S. ° 4 Vertical cross sections a 5 3-point lock details37.50" DWG. BY: JK m' 0 6 3-point lock details OUTSWING x +75.0 -75.0 CHK. BY: LFS 3 n 7 Buck and frame anchoring 81.13" DRAWING NO.: a 8 Components See sheet 2 for hardware design pressure limitations FL-15210.1 0 9 Bill of materials N sHEET 1 of 9 v s ``% ....... 0.71 EXTERIOR 0.4" -_:• �' C ci Co ell .. • • . •... • � ° �• ..• : � �/ ,••. '�� 'CNS ° III�III I1�� \ OM1 C z UN •• .`� Z OZU Ern 9 m o N CAP(PVC) INTERIOR LATCH STILE(LVL) TOP RAIL \ '`�' S ' o r a HINGE STILE(LVL) CAP(PVC) (COMP.) \V` IL m a a N 1 HORIZONTAL CROSS SECTION E ? in A C w f�• Ln y 35.75"MAX O.A. N WIDTH o a o 0 or • 0_ > W 3 • y • I_to m Q o :vSc� w a Im `� o A •• C~1 •0 l7 • O • ' - V ••• Q Z . - •.•w AWAo •.•.• aINTERIOR EXTERIOR ... • Y } • MANU�A R Mpp)c :O t: 1YtA1L 6ESIGN ... m •••• o Le) .... . .. .: .... '••• • ••�•• 15 to PRESSURE 03 KNOB: SIGNATURE SERIES •••• ••••• N = KWIKSET ± 75 FOAM CORE ...... DEADBOLT: SIGNATURE SERIES(980) ;: • m o (POLYURETHANE- �• �..� o SCHLAGE KNOB: "F'SERIES(F51) + 75 1.9 PCF MIN.) ., •••••• DEADBOLT: "6"SERIES(660/62) a • N • .� • • • • p Z •..••• 2 X .. o . o SEE HARDWARE TABLE LEVER: FL3B SERIES N PAMEX ± 75 DEADBOLT: FD7 SERIESLn 0 J HOPPE MULTI-POINT LOCK: 3-POINT TONGUE ±50 FIBERGLASS SKIN a SEE HARDWARE TABLE (0.125'MIN.THK.) < W&F MULTI-POINT LOCK: TRILENNIUM"3000"SERIES ± 75to F z $ rn � See sheets 5 and 6 for multi-point lock details. to o BOTTOM RAIL N z z Z (COMP.) _� � o n Z O a DATE: 02116112 0 w f 2 SCALE: N.T.S. CL DOOR PANEL DWG. BY: JK m PPlaswo 2 VERTICAL CROSS SECTION CHK. BY: LFS Z DRAWING NO.: N a FL-15210.1 0 vN SHEET 2 OF 9 IQv 1-1/4"MIN. N�� 1 2 EMB. (TYP.) `C).' �. : a 4 4 M r U M A G =V. * i�_, C� ^ 4 CO,.( d 0. 2 1 C :1 0 a • i� 0... ..0.0 �� m CO ri O C 0 Z U N C D o v 0 XZ� Z O U M INTERIOR o o o a IL r9 40 7LL r-A L r2 2 V Ln LL 3 ° p 3`0: 3 m N 3 0 '" m U o w to En N D p U EXTERIOR H t. LOU m W N Q E 4 D 27 1-1/4"MIN. `` N N V • D 2 1 3 4 5 E EMB.(TYP.} q ? ....;. B 4 4 4 C 3 HORIZONTAL CROSS SECTION 2 1 p ••• x • a ••'•'• CL 3 Shown w/1 X Sub-buck 0.15' g ••• r :•••• ° 0.16' C'SINK C Dp ° •.. .h m 0- C'SINK TYP. .. ..;..• a. d d PP.) ..• ...... INTERIOR Q 0•• • •• a • • Qp D °° • • o( •0000• d' LL .D • • • 0 • • • d a INTERIOR ••• o ;0.00; > 7 2 ° 40 W N p. d. 7 .-1 40 ° 2 ° D N W 'a ° Q, p' Q U a o' LLI Z D R 4 ° Q J V a ° W i Z U W 58 o aArE- 02116112 z 11 EXTERIOR EXTERIOR 47 b. A smE: N.T.S. aE owc. BY: JK m U ° 110 2 HORIZONTAL CROSS SECTION CHK. BY: LFS 3 g 1 HORIZONTAL CROSS SECTION ° DMW�Hc NO.: a 1-1/4"MIN. $ Outswing shown-inswing 3 Outswing shown-inswing N a B.m(P,) also approved also approved FL-15210.1 0 N o c SHEET ,3 OF 9 N ar i E C6 Cb M IJ Co A �' ��! 111111 � ZO ao 0 d U N Z D B �Z OZU m W g g • o a ;Q 7 G Eo Z° 0 .1 Ln C Li S. 40 EXTERIOR INTERIOR �a N Z a: V) .i h Z N 7 1 2 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION o w EXTERIOR INTERIOR V-4- shown w/1x sub-buck z o S, o � J 0 1 VERTICAL CROSS SECTION m 4 OutsvAng shown c -inswing w C also a —' a m n Q N PP 8 `�be•'�—` za D •Q. ...... C 29 � � v H , I .... a 0Cr ...... .... . a p ••• •••gym • • E ° a EXTERIOR INTERIOR ••• ••;•• EXTERIOR INTERIOR d ° AA .a a d" .... . io ..... m , ° n d ' •••• • •� • ° d e • • •••••• ii • mz • • N � • • • Z •••••• 30 31 32 33 34 5 VERTICAL CROSS SECTION •• El o • 4 Shown w/ADA threshold 8 36 to N Ln 37 1., N IW- Q 38 0 a CL a E z z W Z E w 6 Din ° "° ° d .n d a " .° •- Z O Ff U z ° e ° ° 41 DATE 02116112 i a SME: N.T.S. o 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DWG. W: JK 10 s 4 Outswing confirguration a 4 Inswing configuration cHK. BY: LFS 3 a DRAWING NO.: FL-15210.1 N 0 SHEET 4 OF 9 u lo a to ��; •: i �U M ��• � � � pir9 t / ••••• ♦ 'i 0) ''��/11.11 �� ``♦ Z o - 6 U N Z 0 (1 x Z �' $ Z_ o U ui 0 h =Q S m C w dip 00 0 a (/1"' = OLD. D (/1 m a a LL0 C> _ E Vz c 4i jol 0 37a (Q 2X BUCK 58 ry o 0 1 X BUCK H wu U o 0 zo v a = 2.1 T' 23 n z q J F •. CL Q 02 • . . V .. O . •••• LL+ �Ti -POINT LOCKSET •••• •• •• p e" d 2X BUCK 58 3 n ••... a .• � • .... Q • CLI X BUCK H ...: r a s } •••• • �••• 2X BUCK 58 M • _ 1X BUCK H 23 •... • o ...: _ 0 N 22 C3 x Ln Ln w o F H A w C • CL zEL i 1 °�° ® Lnu i 00 - Qo w z o STRIKE JAMB o J ,° z ro Z M Z U a DATE: 02116112 i OO SCALE N.T.S.CL ° DWG. BY: JK m s p' CHK. BY: LFS 3 23 MULT)-POINT STRIKE PLATE 25 LATCH AND DEADBOLT STRIKE PLATE DRAWING NO.: N a Tongue system 5 MANUAL RAISED TONGUE GEAR SYSTEM SHEEP 5O 01 9c°ro A,: ' — V M c; C� - Z : of M Imo' m CD 55 U N •: v o xzd o L� 0 C W IL NM ' OLa ' a a • ccz E c cm � 4 c 4i $ 3%n: v .rrq .� Ln b o N Oo 0 � U d fa-C2 r accw o Z coWQ O Jol � • a a • 9 j • 0000• A �. • • • N *000 0 09.00 3 • ,gym 0000 • O ' 0000 • • m 0000: 110- 1 ••9• • m 0000 • lL m ur d N • • o 0000• 57 w i2 • U 2 • �•9� • • O ••••: 60 Z. w 0 x • L iN 6L to J LL J CL MUCK 58 Z 0 1X BUCK H a a •o a o C5 z Z U a DAA 02/16/12 i SCALE: N.T.S. W 7 o. DWG. Br: JK m V a W&F Tdlennium 3000 SERIES STRIKE JAMB DETAIL CHK BY: LFS 3 3 pt.Lock DRAWING NO.: ro N FL-15210.1 0 N SHEET G OF 9 U (TYP.) Q:• % to 6" _• $ (TYP) _z M v. .• n d _ .. a �4 OD C •G• I ♦ 1 ") 0) • O M Z d� = a d.• II�''''l 1 111�� ```` Z C ao O SEE HINGE L 2X BUCK :Q °- h o a o D TYP.HEAD DETAIL(TYP.` z o Z c0i &JAMBS oz G 1X BUCK h g g 9 m `a o o 7 • TYP.HEAD o a M a ch a MASONRY b. MASONRY &JAMBS �•, C OPENING OPENING `o Z LA o �(L v N FRAME CL z 4141 reLn i J U CU p U 2X BUCK OLU Z Q o CL 2X BUCK w v CL Z� U m 4 v 'O 14 ee41:41 C; a.. • : 4141 4141 eU ADA SILL 4141 Cr 41m •. y ' 4164•• • n. • *sees Cr ONLY CL 41 4444. . Y } .see:o 4444 . . m V • • • .p 41.41• CL -4 '_ • • • •414141• • • m .414141 • • L a a ° so •41 41 • see:* • 41a �_ • 01 • v v av v V :4141:49 • ° • a' . a e • O •414141• ii • • V) • N • a Z •414141• BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB 41• •o w o o Masonry construction N to W Ln O LL CONCRETE ANCHOR NOTES: o I. Concrete anchor locations at the comers may be adjusted to maintain the min. ~ 0 CL edge distance to mortar joints. 1 X BUCK H i 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 9 - maintain the min.edge distance to mortar jants,additional concrete anchors 2X BUCK L o may be requced to ensure the'MAX.ON CENTER"dimension are not exceeded. 28 H 1 X BUCK 11 1 X BUCK H 9 ^ W Z 3. Concrete anchor table: • °' o o �[NCHQR: AN, MIIV, #AIM CCEA1tAN E A$tl�f CtEitRANC . 58 2X BUCK ' 2X BUCK L 11 o 0 Ta MASOI T :ADJA+CENr- 2X BUCK 58 11 TYPE .$IZZ. Ehl81rDMEM ' � Z o .. Ff :..EDGY .: :.:.. �4NCliOR;' • W IiW. 1X BUCK M DATE: 02/16/12 i a TAPCON® 1/4" t-1/4" r 4" 2X BUCK 11 0 o SCALE: N.T.S. Lu ULTRACON® 1" 4" 27 1/4" 1-1/4" H 1 X BUCK DWG. BY: JK m o 17W ® 3/16" 1-i/4" 3" 1-1/2" HINGE DETAIL CHK. BY: LFS 3 a TAPCON Inswing DRAWING NO.: I, WOOD SCREW INSTALLA17ON NOTES: LATCH&DEADBOLT DETAIL HINGE DETAIL FL-15210.1 N Maintain a minimum 5/8"edge distance, I"end distance,& i"o.c.spacing of Outswlng wood screws to prevent the splitting of wood. sHEET 7 of 9 ootv 4.56" 4.6 4.56" w. ro CR 0 a rte. cy �i �'. ♦ 'S no [77�F� 2.44!' �Ir 2.13 t, �, 0 N •• La LT-mri OUTSWING THRESHOLD OUTSWING THRESHOLD POLY FIBER JAMBh g i 'D w OD DLP(QOSR) Columbia High Dam(581) Plastpro ` v oa IL U)g 5 aae w EO e p �+- 4.56" ^. E `o Z 4.69' I iso d v 0: 4.7" ". to o r N c. or Ln N 2.36" 2.2" Zo � z o cn •• Z 32 OUTSWING THRESHOLD 31 OUTSWING THRESHOLD 2 WOOD JAMB g m a DLP(QOSH) Columbia(575) N 0 w o Q- a v 16 0 • • D •.... . ' 5.63" o`t CD 0 5672.088" •.... • Y } ....: A . • a o ••.• . •�.•� E ED 04000 UN • 0.57' F-I- •' • o0z, ....� = OUISWING THRESHOLD INSWING THRESHOLD WEATHERSTRIP 8 DOOR BOTTOM SWEEP o N Endura(I-Series) Columbia Endura Force 5 L Lno LL N 1 CL 4.56' PE650 z 5.625' ^' m w z —4.56' m o to z z DATe 02/16/12 Z Z SCALE: N.T.S. ° cc INSWING THRESHOLD INSWING THRESHOLD 29 ADA THRESHOLD DWG. JK m 36 37DLP CHK. BY: LFS 3 o Endura(Z-series) DLP(��) a DRAWING NO.: a FL-15210.1 N a ) SHEET _�L OF_.L U a BILL OF MATERIALS �` �••••• V:• `• M REM i DESCRlPT10N MATERIAL A 1 X BUCK SG>=0.55 WOOD co;; i er B 2X BUCK SG>=0.55 WOOD ��''•., • �� a M C 1/4"MAX.SHIM SPACE - �' � ~ q co D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ' ////� • �`� `` z o w 0 E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE `o' N .' z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 v 0 x z � G 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ~ e v g S o `o a ' H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL U)"� 'm d a I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL `` d rlj L #8 X 2-1/7'PFH WOOD SCREW STEEL 0? Ln M #8 X 1-1/7'PFH WOOD SCREW STEEL h: a 1 POLY FIBER JAMB COMP./VINYL N 2 FINGER JOINTED PINE FRAME WOOD N 7 WEATHERSTRIP FOAM Ln 8 DOOR BOTTOM SWEEP VINYL o Q 9 4"X 4"BUTT HINGE STEEL ?U. o w 3 11 19 X 3/4"PFH WOOD SCREW STEEL 0 22 3 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEELV)CDm w 23 MULTI-POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 3 w C 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL F a L Jm 27 LATCH STRIKE PLATE STEEL fl 28 DEADBOLT STRIKE PLATE (SECURITY) 0 STEEL 0 ' ' • ►- . 29 ADA THRESHOLD ALUM ...: : • 0 30 OUTSWING THRESHOLD ALUM/WOOD •••• r 31 OUTSWING THRESHOLD ALUM/WOOD •••CL m ••:••. E 32 OUTSWING THRESHOLD ALUM/WOOD •••• •••• .. . . . 0000.. 33 OUTSWING THRESHOLD ALUM/COMP 0000 . 34 OUTSWING THRESHOLD ALUM/WOOD `� •••• • N 36 INSWING THRESHOLD ALUM/COMP . . V) ;0000: > 37 INSWING THRESHOLD ALUM/WOOD 00 Z 0 • 38 INSWING THRESHOLD ALUM/COMP 0 0 x o Ln 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS -rq � 55 #10 X 1-1/7'PFH SCREW STEEL 0 57 BACKING PLATE STEEL Q CL CL 58 #8 X 7'PFH WS STEEL a 60 1 MULTI-POINT STRIKE PLATE STEEL 0 62 LOCK ASSEMBLY STEEL t2 w z `o m Oo Z f I I lz U W Z ATE: 02116112 i SCALE: N.T.S. LU a j DWG. BY: JK m d CHK. BY: LFS 3 a DRAWING NO.: � a FL-15210.1 N o SHEEP 9 OF 9 N v 0 76.5"MAX.OVERALL C '••• ••% FRAME WIDTHplast ro 37.5'MAX. 1.5 37.5"MAX. _V:P FRAME WIDTH FRAME WIDTH �;,� rc',:�� 5200 W. CENTURY BLVD. 7 LOS ANGELES, CA 90045 ® ® � ni O '�� `` o M 0D z N Smooth / Wood Grain / White Wood Grain J Z Q 3 A Z X z Q3 OCh ti Zm U 3 Rustic / Mahogany > Cn 0 0 0 Ng s o r a Series O Fiberglass Door ; XO X o �a. m a a o w 11J o z Ln INSWING / OUTSW►NG V Q � o J 8. GENERAL NOTES ,,immcr LL N O N 1. This product has been evaluated and is in compliance with the 5th Edition(2014) Florida Building Code (FBC) w Z structural requirements including the"High Velocity Hurricane Zone"(HVHZ). o 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be 115.5'MAX.OVERALL R N r Q Uj beyond wall dressing or stucco. FRAME WIDTH (0:5 m 0 37.5 MAX. 37.5 MAX. !SO M 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not require an FRAME WIDTH 1 5' FRAME WIDTH o_m a J impact resistant covering. ,� a_- 0 O (/) 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies with Sectiono Q-1 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets missile level"D"and ® ® a a a includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. Y r OC7 J z Z m a 3 Do*;" a 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. < y W •• ••• •• E wz > > 00 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a rcensed engineer p O 0 0 0000 0000; m or registered architect. = o •••• • a w W X .•• . • o �••••� 7. Outswing configurations meet water infiltration requirements for"HVHT'. All other configurations do not meet the b W M = .••• Z ••••• > water infiltration requirements for the"HVHT'and must be installed only in non-habitable areas or at habitable ••;• o •• •• OD locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill •• • F �' •••• • Ln is less than 45 degrees. :": ' U' 0000.. N TABLE OF CONTENTS • w • b SHEET# DESCRIPTION .. • '' a • CA a 1 Typical elevations,design pressures&general notes i 2 Door panel details `�" �� '� - 0 3 Sidelite panel details a 4 Lite frame details and glaring details DESIGN PRESSURE(PSF) 0 5 Elevations 6 Horizontal cross sections ONN � TIfN I<RAtitE ^0 0 Z a►MI=I�fS141V IkE�S�I111V `; NEGA Ik/ z o 7 Vertical cross sections DAA 02/16/12 i a 8 Vertical cross sections o OX/XO 76.5„x 82.0 +75.Q -]5.Q SCALE: N.T.S. cc 9 3-Point lock details ; 10 3-Point lock details DWG. BY: JK m 11 Buck anchoring OXO 115.5 x 82.0 +75.0 -75.0 CHK. BY: LFS 3 a 12 Frame anchoring See sheets 2&4 for hardware and lite frame design pressure(imitationsT DRAWING NO.: M 13 Components FL-15210.2 N 14 Bill of materials HEEr of N s 1 14 ........ 2H 0 „ EXTERIOR � C. ” M Lr Lr �to z ; U W M 0 00 CAP(PVC) '.4. • , , TOP RAIL 4 // •• .. `````�� Z 1 OD IL • • •. . ; . �. /1111 1111 O Mhz t` UN •• N INTERIOR —T c j E°' ? m "v ^' LATCH STILE(LVL) ! �� a N g S o r a HINGE STILE(LVL) t mda CAP(PVC) 1 HORIZONTAL CROSS SECTION • ' • ' °Z NLn CW � 01 0 rq Ln 35.75'MAX O.A. �.' v o a WIDTH o o a CA o IL W a It � INTERIOR EXTERIOR � o ,y ......... ........... ................�... :: .... ::.:::: ~ 0 HAkgINAi1 1rA :. :::::......... ]C a. Q v. U MANIIACtfdltElt MODEL MA7<;DESIGN FOAM CORE a a 'o p O ... : . PRESStIiIE.. :. . , Nw J .. ...... CL ,o KNOB. SIGNATURE SERIES 75 (POLYURETHANE- ' m _ KWIKSEr DEADBOLT: SIGNATURE SERIES(980) ± 1.9 PCF MIN.) E � vj • '•, • •• • • m •••:• u KNOB: •F'SERIES(F51) 75 •• • N SCHLAGE DEADBOLT: •B„SERIES(B60/62) — 4• ••• ••••• O PAMEX LEVER: FL3B SERIES + ••••• N • DEADBOLR FD7 SERIES75 .. •••• d Z •••• X RBERGLASSSKIN A. . ,,,,, w O •;• • 2 ^ SEE HARDWARE TABLE HOPPE MULTI-POINT LOCK: 3-POINT TONGUE ±50 (0.125'MIN.THK.)�` :•. LO Ln o D_ • E3 ..... 2u. " W A F MULTI-POINT LOCK: TRILENNIUM"3000„SERIES f 7S :' '' •••• CL SEE HARDWARE TABLEBOTTOM RAIL •• i a See sheets 9 and 10 for multipoint lock details. (COMP.) _� :3 u - w z 78 a v m - z Z Z 2 VERTICAL CROSS SECTION T1 I I I-0 WDATE: 02/16/12 ? z Z o SCALE: N.T.S. ii DOOR PANEL DWG. BY: X m s Plastwo CHK. BY: LFS 3 o Fibergkm a DRAWING NO.: N FL-15210.2 0 y N SHEET 2 OF 14 U a 0.7' Gl G2 0.4 TOP RAIL ��Q'�;•'� •,� /i, n 011 0.63" (�l1► (COMP.) 0.4" C3 EXTERIOR =�. ; ci U. Lr °• a �' ' �.• e Z C 00 Deco .. ° •. .. T n •' ... • e H ��//ll 111 ` Z M co INTERIOR a It x M CAP(PVC) •A � � � Z O Z U STILE(LVL) °• °' Z g 9 0 o a v, w maa�° 1 HORIZONTAL CROSS SECTION N 3 . ' �Z a. In >W 0 174 Inrv_ 0 of .•i J 35.75'DOOR z WIDTH G1 G2 3 Z o a—:5 2 Or 2 3 INTERIOR EXTERIOR r a m w 14 0 :3o N 0 c a .`o a a ai cr M / i a / O / • 0 a • • T • 0 0000•• • 0 E • •0 1•• • ` V • • • o . . . } • ...... @Ile C14 21.8 a3 :� 0000•• • • • • • LL = 1 'Q• • • W • 0000• o ......0 FIBERGLASS SKIN • o; (0.125MIN.THK.) ' °: .• / • FOAM CORE (POLYURETHANE- i :••••: 1.9 PCF MIN.) to . o a M p 3 m a .. Z 0 BOTTOM RAIL ^Z 0 (COMP.) DATE: 02116112 Z o Q z D SCALE: N.T.S. Z owc. BY: JK m 2 VERTICAL CROSS SECTION u' SlDEL!!E PANEL 3 CHK. BY: LFS 3 a DRAWING No.: N o FL-15210.2 0 aN sHEu 3 of 14 A — a d u o[ i 24.27 MAX. �`` , •...•..•• �� FRAME WIDTH `` .•. '' � Q . M 20.50"MAX. 12 3 5/8"GLASS BITES. D.L.O.WIDTH 13 12 V, • �� o a 1"OVERALL GLASS THK. �0 1.86" to 1.86" �� 00 ao V 1/8"ANNEALED GLASS `� `l' ''' 'tio f '1•1, �` i o d b 0 0.090"SAFLEX®PVB o (4 z U N C INTERLAYER h e U x z N 1/8"ANNEALED GLASS >, t r°i 96 m °c w _ in AIR SPACE \� in 5 r a ui = 5 1/8"TEMPERED GLASS w m a a O EXT.FRAME 4 INT FRAME E c z o Q o m'P) 12 ALUMINUM SPACER 3 0 a 40 5 INT. O — N � --�� G1 GLAZING DETAIL N JQ tiC3Q �(n OW Z 3 ag m �Iv o �JiEfR�fM€TABLE cFnW N v 425 :. . AX.:DES1fs.N. L o0 ::...: .:.... ...:: a �P) ::::.... ..........-: :EKES$'»Rh: : .. :i; o ODL LITE FRAMEQpL + 75 0 Q o a Q. a cu 24"MAX. Y r a FRAME WIDTH RS` ± 60 m 20.75'MAX. E D.L.O.WIDTH •••• •• • k N .... . .. _ ...... v d •.• • EXT. � � N z`! O 1/7'GLASS BITE ••• •w p ••9••• > �" 15 ••:• Fn ••••• 2 ^ 1 1-1/4"OVERALL THK.GLASS '• ' to w "'':' C4 :00:4 • • Ln C7 1/8"ANNEALED GLASS 13 13 . o ...... U. _ = 0.090"SAFLEX D PVB a :....: o O 6 INTERLAYER 1.59" • • • a •El • z Q to (TMP') 1/8"ANNEALED GLASS-�' t Q 1.06" a O AIR SPACE Z LL C4 1/8"TEMPERED GLASS ^ Z ca z 'O i„ �- 1/2"NON-GROOVE SWIGGLE 17 40 DATE: 02116/1 ° 2 i W/DELCHEM#80 POLYSULFIDE 1.5' 2 1/8"BACKFILL 16 6SCALE: N.T.S. 3 a DWG. err: JK m s INT. EXT.FRAMESCREW CAP 3 G2 GLAZING DETAIL 15 — @MI.FRAME 17 CHK. BY: LFS d 4" DRAWING NO.: (TYP) Imo•–I FL-15210.2 0 RSL LRE FRAME SHEET 4 OF 14 10 a V d m L��z Jn `` 14, U M I I�• . QD do, QD ''''��••1 1111 �``` Z CD Z N f.l Z 0 Z U ch 9 ° ta L 1 2 1 2 1 2 1 2 U. maa� 1-4 7 7 8 8 7 7 8 8 E cZ g c 4i [vKy�r 3 �d d d rq Ln U. N O in C) c C)C, z �N O Ng m W V CL N W O] V"30 4 0 . 3 0 4 o X O 6 6 2 X p 6 6 0 6 v 6 o a na • gym OT le C • N En ^ •.•..• ... R .... . 4 0 ..:..' N •..• • U) • 4 3 5 3 3 4 8 8 . . W ...... 7 7 7 8 8 7 7 7 •. . a a � a L 0. ELEVATION (XO-OX) ELEVATION (OXO) ! Z Cm a z LL 0 0 ZZLU 0 U a DATE: 02116112 Z 0 SCALE: N.T.S. W a DWG. BY: JK m p' CHK. 6Y: LFS 3 a DRAWING NO.: N N FL-15210.2 0 N _d SHEET 5 OF 14 U a E ` k E ; �: EXTERIOR 9 so • W: z° w r• OR CD Co • s a A oN .. • . v Kz N • J Q o p C a Nd m aa� 4 E oamZ tn SEE NOTE 1 K ' c LL 7 D. N INTERIOR O s Ln s, a rl 1 2 G o z U- ► • Z Q J O U D 0.15' 1 C A 1-1/4"MIN. �g >- j 1-1/4"MIN. C C'SINK EMB.(TYP.) V)� w Or" EMB.(TYP.) (TYP-) 2 m _U HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION o 6 Outswing shown-Inswing also approved 6 Shown w/1 X sub-buck a d a a 3 a 88 EXTERIOR 11 Y M o . 7m Q L 9 EXTERIOR 27 58 88 • • d •••••• ... . . ...... SEE NOTE 1 K K SEE NOTE 1 ... . F> .••..• N ••• • • Z ••••• 11xx 0 • • PP 00 O j • Ln so CL "' •••• • to [ll • i • i • • LL H • • • W •••••• 7 a ti a INTERIOR Z 40 50 40 SO � w Z 7 INTERIOR o Z olZri 1 2 1 2 Z z DATE: 02116112 Z 2 L SCALE: N.T.S. ii NOTE: L 1. Spacing for item K:6"from ends DHX. Y: JK m o and 7 more equally spaced along 3 HORIZONTAL CROSS SECTION cHK. BY: LFS 3 a sidelite(9 total). 2 HORIZONTAL CROSS SECTION 6 Outswing shown-Inswing also approved DRAVANG NO.: N FL-15210.2 0 6 Outswing shown-Inswing also approved SHEET 6 of 14 v oC �t%% f * i :` •: i 4m oa p e. a. ® e y =Z n a T p a a p G p �� E '. Z : ♦ O a o a i�J` : ♦ M 00 D B -- 0 04 oZ � v � 0ZU N Z m C L `W 40 `~� a g 5 °ra C t M aa � � o C) 7 1 2 E 0 z 0 Ln N CW 3`a N 7 � H a: EXTERIOR INTERIOR V) N 1 2 2 VERTICAL CROSS SECTION LL 7 Shown w/1 X sub-buck Z 25 o N EXTERIOR INTERIOR o LO ct� o 0 1 VERTICAL CROSS SECTION 8 ::5 W � U 7 Outswing shown-Inswing also approved z a: a CO Q 29 Q I °° 0 o v - W a E 0- o Cr e ae a d ° a a • m u e e m d d ° a • • • •••••• E EXTERIOR INTERIOR ° e d . so N e e d EXTERIOR INTERIOR be 0 ••••�• m 5 VERTICAL CROSS SECTION •• • o •••• N 7 Shown w/ADA threshold • _ ••• • • 0 ••:••• 30 31 32 8 40 ••• •Ln ' : �' .••••• N � • 1- 33 34 :•• • • Q •••••• LL ^ 36 37 38 . . Z_ CL • •••••• CL "v Z n. • a ci a E .= W ^m to (0 E W z • p a D a d• W O e a O V .a .> > .••. O - z a p p • e •► . 0 O e v a • • s .. .a Z U z - - • ° D DATE: 02116112 z Ste: N.T.S. 9. ii DWG. BY: JK m 3 VERTICAL CROSS SECTION CHK. BY: LFS 3 7 Outswing conflrguration 4 VERTICAL CROSS SECTION DRAWING NO.: 7 Inswing confirguration FL-15210.2 ro a c N SHEET 7 OF 14 v c[ Qf• '��'i M E a° d ° v < c ��• : �� O4 Di to to OD • D D .. a o tE p Dlll 1 UNZ D Z � 0 xxz B G LVV� 9 m C a.W 00 C � W C a N O L m tr ♦ a M a �. 3 v A a �` o E v0 z CD 50W N 50Ln J''a N SEE NOTE 1 K o ff °" SEE NOTE 1 K 1 2 U � 2 o z Ln EXTERIOR INTERIOR EXTERIOR INTERIOR zq �o ate.� m 0:3 NOTE 2 VERTICAL CROSS SECTION s W N 'o 0 1 VERTICAL CROSS SECTION $ Outswing shown-Inswing also approved $ Shown w/1 X sub-buck m 1. Spacing for item K: o 6and at cente'from each end o A centerline. 0- a INTERIOR EXTERIOR Y r . � m p • • • • 0000• •• I • • • 50 E 0000• • • 0000• • INTERIOR 0.00• EXTERIOR 50 SEE NOTE 1 K .... ... o O 31 32 36 37 3$ • .••• ... .... " K 33 34 p ..... 2 o C) .:..' N • • • W — •• 0• •••_ •0000 SEE NOTE 1 �- • ry 39 : . :� ...:. LL Ln 35 m •• • •ti • � W E p � Z CL Io W Q 0 o D e o D J D n - O U O Z z p DATE: 02116112 z W SCAU: N.T.S. DWG. BY: JK m LU 4 VERTICAL CROSS SECTION0. $ inswing shown CHK. BY: LFS 3 s 3 VERTICAL CROSS SECTION g DRAWING a NO.: N$ Outswing shown N FL-15210.2 0 '• N SHEET S OF 14 c _d U o[ Jl� l�i g) O� Z `� U� F-i CR OD L In I11�� `` O M � z U N 04; 7C 0 K ° z OZU M O1 0 0 P t% rig S 6 `Oa. 3 00 d tnp mac O 0 cZ CD _ O • 0 X C4J � Q a Ja LL n c� ,uVY N CD 0 58 Ln J U 0 U z o 0 vii • Y c �� r U J 0 a 2.17" 23 � N W rp � z CL < o a M25 D J • U 0 jr I HOPPE MULTI-POINT LOCKSET o M o � 3 p •m 3-Point Tongue" a a c n0 d •o • iG � p • • • •' m •...• • • • M . • e, • E _ .•..• • �D •...• 0:09 N ii !Q • 00:00 : • . .:..0:0 ' j c2l, 22 d O= .7V 23 .. .. . . W 00 _ 0000. 0 N = • • • . ,o .•••• N • • • o • LU j = T .. • • a . N W 1 • m • J Q Q Q 1" �04 0 CL z = ao r STRIKE JAMB :3 13 v ai Z z DATE: 02116112 i Z ® SCALE: N.T.S. cc d DWG. BY: JK M S CHK. BY: LFS 3 a Z3 MULTI-POINTSTRIKE PLATE YS LATCH AND DEADBOLT STRIKE PLATE DRAWING NO.: ro a Tongue system FL-1521 O.2 MANUAL RAISED TONGUE GEAR SYSTEM SHEET s OF i4 V lldo 10 �y. : .� 0- 0 in o OD y M N b U N o S5 �� Z oZU C) Lp 9 m G W O� t � a oa 0. N •€ 0 Ln v � C, 0 N_ O L7 „y J Ln N d b 0 J Q N 0 rn O` Y m J CL n ~ z CO a • v 0 I L7 D O ") c ® O o m •. � Q cr c R O_ • • •• � 0000.• V 04 . •• • • m M • E .. •cc •fo 0.00•• N N • • Q o, 57 0004 9 . 00.00 ii 90:04• . Z 0000. N • _ •• • • • O 0000.• z •• • • Tom. .' 0009:9 LA • � • • • 0000.• M CL• 0 • Q Z 58 W ri LJ Z 7 F- Q d � 0 a m m O o O Z U Ff z DATE: 021 161 12 i QSCALE N.T.S. o � owc. BY. JK m W&F Tnlennium 3000 SERIES STRIKE JAMB DETAIL CHK. LFS DRAWING NO.: a 3 pt.Lock N FL-15210.2 N Q a SHEET 10 OF 14 N N C U `�♦ ...... % �••••• Q.• ••• i h �•yp V•• ' M • JOU M t� Z Jn 4"(TYP.) 4"(TYP-) 4"(TYP.) • $ � a 8' P. � o 8"(TYP.) 8' (TYP.) i IY• : � v a M 4„(TYP.) 4"(TYP.) ��i,••• ''•• ♦�� > > � .. • ''�� 111111 � U N 0D Z t Z � z � C+ E ob m o 0. Ng M aa � II II II oZ Ln II II II ' �W TYP.HEAD TYP.HEAD .- 3`a 0 &JAMBS I I &JAMBSMULLION I I I I N MULLION I I SHOWN FORLn I cr z SHOWN FOR I I I I REF. ( ( oo � LL REF. -- a 00 3 to 5d N QJ Q UJ H' m `- w 0 v' Q a O • • • • m ••••• a BUCK ANCHORING BUCK ANCHORING •••• • E OX OXO ..... $ ..... N 21 • r yy N • • LL ••••• 4 • •••• _ ••••• • • W ZO •••�• LM • • • J •• 04•004 �1 • N • I• CONCRETE ANCHOR NOTES: a d CL 1. Concrete anchor locations at the comers may be adjusted to maintain the min. z edge distance to mortar joints. m 0 20. . Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to �, ¢ F maintain the min.edge distance to mortar joints,additional concrete anchors �, o o may be required to ensure the"MAX. ON CENTER"dimension are not exceeded. z 3. Concrete anchor table: T. " z n z . W MiN CtEAR�1t+1C1: A+ttN ttl<ARpNCwe 02116112 z ANCKOR -10MA80NitY _ .TYi'E . S1ZE EMBEDMEI. . ':: '.. .. TO Ai?JACENT z scA�E: N.T.S. � :::....::.....::. :. ......1-.............. ............. ..... ..:. ......... .. :EDGE .. . :::;':':'::...;:ANCHOR. :.:'::::'. DWG. BY: JK m TA1TW 0 1/4" 1.1/4" 2" 4" CHK. SY: LFS a DRAWING NO.: N ULTRACON® 1/4" 1-1/4" 1" 4" FL-15210.2 N SHEET 11 OF 14 U K �%%`�� * f i �� J d3: o a .. z %-,.Z. oa► SEE HINGE 3° SEE HINGE �i� '• �� - n P. T' T �� omao DETAIL(TYP.) (N ) (TYP.) 3" DETAIL(TYP.) mrp) 3,. ii��'' ```�� > ' w (TYP.) �P-) T' �{ (TYP.) (TYP.) �ffff 11 �� O V) °D z �P') I� UN o N � t E0 Z 0 3 I I 11 I I I I I l i ti Ng Sora to ry o":: TYP. a TYP.to ' c Ui b' MULLION ,o M b' MULLION a 3 a LL n � N L BUCK L 2X BUCK – – a Ln G 1X BUCK G iX BUCK o z H TYP.HEAD TYP.HEAD o o 00 Ln &JAMBS a b, &JAMBS a� J z D TYP. D TYP. _ 9i I SILL SILL o a M w a I IRA— 6&J 6whJ a a 7. •• O - •.. • •••A m •••••• • • • • HINGE JAMB FRAME ANCHORING STRIKE MUWON HINGE MULLION FRAME ANCHORING STRIKE MUWON ••, ;••••; 21 OX OXO •• • • •� OLn •••••• • Ln N • • N CONCRETE ANCHOR NOTES: > 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 9 n edge distance to mortar joints. H 1 X BUCK 9 z CL 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to Z8 H 1 X BUCK _ Vj maintain the min.edge distance to mortar joints,additional concrete anchors 58 ,r> o may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. L 2X BUCK L 2X BUCK & 3. Concrete anchor table: °' o MWI t1.tAlftAW M:tN MEA RANCE 58 �' m ,aNcra©R AMc R MtH `.:. TO MASON 11 11 11'PE >OADJACEM 11 11 HCZ) 0 $ EMBttfh+ll fi11r. .. ::::. EDGE::....:: AAhC�Oft ....: 27 v LAJ ZTTI DATE: 02116112 i a TAPCON SCALE: N.T.S. ELCaw ULTRACON 1/4" 1-t/a• 1" 4" LATCH AND DEADBOLT HINGE DETAIL HINGE DETAIL ONG. BY: JK m U nw ® 3/1V 1-1/le 3" i-1/r Details Inswing Outswing CHK. BY: LFS 3 TAPCON a DRAWING NO.: N WOOD SCREW WALLATION NOTES: FL-15210.2 d 1.Maintain a minimum 5/8"edge distance, 1"end distance,&1"o.c.spacing of o wood screws to prevent the splitting of wood. SHEET 12 OF 14 v d �i 4.4,0 �i W -4.56" 4.6" 4.56"— :•• .••• M O (3 M Q N i W: i •. Z ♦ O O) to &r) N 2.5' %V' ., a M i� �. c h l I ` iq OD U Ki 1— F----2.44" 2.13" ►► I .•I �%`` o M co z° U 04 m OUTSWING THRESHOLD OUTSWING THRESHOLD POLY FIBER JAMB OUTSWING SIDELRE ADAPTER S t z MO c W 6 DLP(QOSR) Columbia High Dom(581) ��° � t N� 9 p r a v r1 t maa � U: 4.58' ^. c i Co r1j `" ten'' 4.68" 13ta LL oa0- . 47 N_ CN O I N iy Fes--2.38' I r 2.7' o o zp z 3 WOOD JAMB INSWING SIDELTIE ADAPTER 0 3Z OUTSW►NG THRESHOLD 31 OUTSWING THRESHOLD 2 39 m a DLP(QOSH) Columbia(575) "'o w o cWo o 6 N U O F- r Q n 5.67'— 5.63' o`hI 2.088" } ° U .. o • • M ••• • i^ i'•"� rn 0.57' ' N • • • Z 'x OUTSWING THRESHOLD INSWING THRESHOLD WEATHERSTRIP DOOR BOTTOM SWEEP , • • V) • 0 N Endura(Z-Series) Columbia Endura Forc T e 5 Ln ; .. . N 10 0 0_ a —4.58' z 5.62S' to w Z Q F M QED 4.56" In M o to z Z U z DAA 02/16/12 °z a T Ste: N.T.S. 9 a INSWING THRESHOLD INSWING THRESHOLD Z9 ADA THRESHOLD DWG. BY: JK m 0 36 Endura(z-series) 37 DLP(IScs) DLP CHK. BY: LFS 3 a DRAINING NO.: FL-15210.2 N 'a a SHEET 13 of 14 v d BIL!OF MATERIALS 58 #8 X 7'PFH WS STEEL %`,� ,.••• ••• ,• �j!i� ,� ITEM# MCRIpnON MATERIA! 60 MULTI-POINT STRIKE PLATE STEEL ��' `'�; A 1 X BUCK SG>=0.55 WOOD 62 LOCK ASSEMBLY STEEL = '$� * J� ci rn B 2X BUCK SG>=0.55 WOOD 88 2X REINFORCEMENT SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE - %�''• :' �� c c M D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ��}�•'•••• •• `��` � ROD E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE �� •• .•• ��` z M -w z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 U a •: G 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Z o Z v H 3116'x 3-1/4"PFH ITW CONCRETE SCREW STEEL h $ Em 9 0° cc w I 1/4!'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N ° t a- m ,w m aa�° K #9 X 2-1/7'PFH WOOD SCREW STEEL N L #8 X 2-1/7'PFH WOOD SCREW STEEL Z LA 1 POLY FIBER JAMB COMP./VINYL Q4 2 FINGER JOINTED PINE FRAME WOOD J a N 3 EXT.FRAME (ODL) ALUM. 4 INT.FRAME (ODL) ALUM. cm Ln 5 #7-19 X 1-3/4"PPH SELF-DRILLING SMS STEEL 60 a 6 #10 X 1-3/4"PPH WOOD SCREW STEEL z Cl w 3 7 WEATHERSTRIP FOAM o J 0 8 DOOR BOTTOM SWEEP VINYLLn a m 9 4!'X 4"BUTT HINGE STEEL w ( o s 11 #9 X 3/4"PFH WOOD SCREW STEEL 00 a N 12 NON STRUCTURAL SEALANT SILICONE D o 13 STRUCTURAL SILICINE (DOW 995) SILICONE & 15 EXT. FRAME (BY ROYAL MOULDINGS) PVCcr a B. 16 INT.FRAME (BY ROYAL MOULDINGS) PVC . . Y i ...•. 17 SCREW CAP (BY ROYAL MOULDINGS) PVC ' m • CL E 22 3 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg. BY HOPPE) STEEL '•':' m ""' 23 MULTI-POINT STRIKE PLATE (TONGUE SYSTEM) STEEL ••••• �` •••• 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL . . it ....• 27 LATCH STRIKE PLATE STEEL •• •• •o••• 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL •• •• w o ••••• = o = 29 ADA THRESHOLD ALUM •• •• Ln 30 OUTSWING THRESHOLD ALUM/WOOD �j ••••. 31 OUTSWING THRESHOLD ALUM/WOOD •••• •••• 32 OUTSWING THRESHOLD ALUM/WOOD •• 33 OUTSWING THRESHOLD ALUM/COMP j 34 OUTSWING THRESHOLD ALUM/WOOD = 8 35 OUTSWING SIDELITE ADAPTER VINYL 36 INSWING THRESHOLD ALUM/COMP °' a 37 INSWING THRESHOLD ALUM/WOOD o m 38 INSWING THRESHOLD ALUM/COMPZ Z ...O D U ZDATE: 02/16/12 i z 39 INSWING SIDELITE ADAPTER VINYL 2 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR DETAILS - SCALE: N.T.S. 9 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR DETAILS - M. BY. JK m s 55 #10 X 1-1/7'PFH SCREW STEEL CHK BY: LFS 3 a 57 BACKING PLATE STEEL DRAWING NO.: CL FL-15210.2 — f d sMEu 14 OF 14 N v aC