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WS-11-1074Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 160888 Permit Number: WS -6 -11 -1074 Scheduled Inspection Date: August 03, 2011 Inspector: Bruhn, Norman Owner: ARCENCIBIA, EVIA Job Address: 141 NW 103 Street Miami Shores, FL 33150- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360131550 Phone: (954)792 -4415 Building Department Comments REPLACE 3 WINDOWS & 1 DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 02, 2011 For Inspections please call: (305)762 -4949 Page 21 of 47 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit T e: BUILDING ROOFING OWNER: Name itleholder): V-0414441rqlfito 0.2 0403 Address:. City: `j..1,t( t )113L.115 State: Tenant/Lessee Name: Email: L JUN 132011 Permit No \:,v ( l Master Permit No. Phone#: 1 % - - 2$62 Zip: 31,5 Phone #: JOB ADDRESS: 141 L tO3 City: Miami Shores County: Miami Dade Zip: 3J 15 6 Folio/Parcel #: . (0 - li • " - ,` 0()' Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone #: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 �Emaail �A� Address: Imartinez @fhaproducts.com DESIGNER: A r c h i t e c t / E n g i n e e r . 1 �� . } / G*`� L L ' ( ) Phone#: q 6/ —'I 4 4$43 Value of Work for this Permit: $ 6.110 -C6 Square/Linear F�ooge of Work: ❑ ew lv7Re air/Re lace Type of Work: ❑Addition Description of Work: • ❑Alteration N p p ❑Demolition ********* * * * * * * ** * *** * ** * ** * * * * * * * * * ** ** Fee************* * * * * *** * * * * * ** * * * ** * * ** * * * * ** ** Submittal Fee $ Permit Fee $ / V� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil not be approved and a reinspection fee will be charged. `> Signature wner or Agent The foregoing instrument was acknowledged before me this day of \L?n`a °t ,20 dL , by Ye-t` who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Contractor The foregoing instrument was acknowledged before me this` q day of (-T? , 201 , by t e U 1 ,1bo t 0,4 who is personally known to me or who has produced as identification aria who did take an oath. My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2009 0 112 ft This map was created on 5/23/2011 10:32:12 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Folio No.: 11- 2136 -013 -1550 Property: 141 NW 103 ST Mailing KARINA FABREGAS Address: 1 Living Units: 141 NW 103 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33150- Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,251 Lot Size: 9,150 SQ FT Year Built: 1940 $50,000/ $96,517 MIAMI SHORES SEC 5 City: PB 10 -47 LOT 19 & E1/2 $0/$208,434 LOT 18 BLK 127 LOT Legal SIZE 75.000 X 122 OR Description: 20948- 4308 11 2002 1 COC 24928 -1733 09 2006 1 OR 26873 -4415 0509 12 Assessment Information: Year: 2010 2009 Land Value: $50,143 $105,448 Building Value: $96,374 $102,986 Market Value: $146,517 $208,434 Assessed Value: $146,517 $208,434 Exemption Information: Year: 2010 2009 Homestead: $25,000 $0 nd Homestead: YES NO Taxable Value Information: Year: 2010 2009 Sales Deeds to or from financial Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $96,517 $0/$208,434 County: $50,000/ $96,517 $0/$208,434 City: $50,000/ $96,517 $0/$208,434 School Board: $25,000/ $121,517 $0/$208,434 Sale Information: Sale Date: '5 /2009 Sale Amount: $115,000 Sale O /R: 26873 -4415 Sales Deeds to or from financial Qualification institutions Description: View Additional Sales http: / /gisims2.miamidade. goy /myhome /printmap. asp? mapurl= http: / /gisims2.miamidade. go... 5/23/2011 STATE OF FLORIDA, COUNTY'OF DADE I HEREBY CERTFYb it Nisi if ®1146 tX of ihe origi 11 NW it this sake ea HARVEY my koni 4 Sk41; . BY NOTICE Of COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TIE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. t:2— d V L O Li TAX FOUO -0t3 - I SSQ STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and address. to 3 sgc w,.vemu, 2. Description of improvement ff 13 1f E �E I4S ?ail ! '11 CFN 2011R0404513 OR Bk 27728 Ps 24594 (1Ps) RECORDED 06/21/2011 11:40:51 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved tor use of recording office 3. Owner(s) name and address: Interest in property: ®W1.scW- Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 - 792-4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon om notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number B. In addition to himself, Owners designates the folio g person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(6), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) S3 t411 '41-1` 11Jid Iq alf±! 7±V4 I IT,- aXV1•1 l'iN!I �� •111iy 3= 1-1.13 7I =L11T TN"f13e 13R.l • IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORID IMPHOVtMhN1S 10 YOUR PROPI RTY. A NOTICE OF COMMENCEMENT MUSTRECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST NSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR R h. RDING YOUR NO • OF COMMENCEMENT, /RYA '�•� Signatu By Print N Title/Off1 ner(s)' Authorized Officer/Director/Partner/Manager By Print Name Title/Office STATE OF o IDA COUNTY OF MIAMI -DADE �1 The f oing instrument-was acknowledged before me this - l day of By jt(1 f1- -1-zbf ,,�� l In dually, or U as for - ESP- ersonally- known, or- Iaproduc ed-the-followinq pe of identification: — I-3 131s. tj1/41:4 E2 Florida Homo Improvement Ausoalates 4070 R 30th 33312 Hollywood, FL 2-010 (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that : facts stated i = < true, to the best of my knowledge and belief. Signatu By raam•s2 er(s)'s Authorized Officer/Director/Partner/Manager By Permit No: 11 -1074 Job Name: June 16, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) The window for opening #2 does not meet the design wind Toads. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 PERMIT #: I \\ Contractor ❑ Owner ❑ Architec Picked up 2 sets of plans and (oth )11(") Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT JC)(C DAT E: ) b l Li Address: 51 rJC 14S From the building department on this date in order to have corrections done to plans And /or get County stamps. I unders sand that the plans need to be brought back to Miami i Shores Village Building Dep e t to Continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Fabregas 141 NW 103 St Miami Shores, FL 6/21/2011 Mark Type W ' H 1 SH window 36 50.5 2 2LR window 36 50.5 3 SFD 32.5 81.3 4 2LR window 35.8 37 Change out: 3 windows and 1 doors no size modifications Specialty Engineering Consultants Inc. 1599 SW 30th Avenue, Ste 20 Boynton Beach, FL 33426 7_05_C &C _HVHZ_FABREGAS_7863552862 1/ Home Owner Fabregas Contractor Florida Home Improvements Address 141 NW 103 St 4070 SW 30 Ave Location Miami Shores, FL Hollywood, FL 33312 Date 6/21/2011 Specialty Engineering Consultants, Inc. MARK Window /Door SGD, mull WIDTH (in) HEIGHT (in) Window /door replaced? (y /n) Product Approval Allowable pressure see NOA Req'd Wind Pressure, see talc's Shutter required? (y /n) Product rated for Impact? (y /n) Comments ( +) psf () psf ( +) psf () psf 1 SH window 36 50.5 y FL 5823.2 67.5 67.5 43.1 46.9 n y Bedroom 1 2 2LR window 36 50.5 y FL 7067.1 60 60 43.1 46.9 n y Bedroom 2 3 SFD 32.5 81.25 y 09- 0310.05 75 75 42.6 46.4 n y Kitchen 4 2LR window 35.75 37. y FL 7067.1 60 60 44.3 48.1 n y Foyer NOTES 1 Replace existing doors or windows as designated with new doors w/ current Miami -Dade product approval or State of Florida product approval 2 No change in rough opening size(s) were made. The existing opening is not to be modified. 3 All door frames to be attached through existing wood bucks with a 3/16" diameter'Tapcon" screws minimum embedment into the concrete /masonry shall be not less than 1 -1/4 ". Quantity and spacing of fasteners shall be in accordance with the NOA and /or manufacturer's specifications. 4 Shutters or impact resistance is required in accordance with the "Existing Building Florida Building Code" section 507.3, "area replaced is greater than 25% of total aggregate area ". 5 Wind design pressures are calculated in accordance with ASCE 7 -05, Method 2, see attached calculations. 6 We have attempted to accurately depict the field conditions based on information submitted by others. This information may be lacking but we respectfully submit that this does not impact our calculations. If there is a substantial difference, then notify this engineer for a revised plan/calculations. Specialty Engineering Consultants Inc. 1599 SW 30th Avenue, Ste 20 Boynton Beach, FL 33426 7_05_C &C _HVHZ_FABREGAS_7863552862 2/3 Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7 -05 w/ mean roof height < 60 ft Home Owner Address Location Date Fabregas 141 NW 103 St Miami Shores, FL 6/21/2011 Contractor Florida Home Improvements 4070 SW 30 Ave Hollywood, FL 33312 Specialty Engineering Consultants, Inc. • V (mph) 146 Wind speed Fig 6 -1b, pg 35 I 1.0 Importance Factor, page 77 Building Category II Table 1 -1 pg 3 Exposure C 6.5.6.6, page 25 -26 Length of Building (ft) 52 Width of Building (ft) 38 Mean Roof height (ft) 12 Kz 0.81 Table 6 -3, note 2, pg 79 Kd 0.85 Table 6-6 pg 80 Kzt 1 6.5.7.1, page 26 pitch of roof 3/12 14.0 degrees theta 14.0 degrees 1.0 Reduction factor for slope of roof qh (psf) 37.57 Velocity Wind Pressure @ mean roof height GCpi 0.18 -0.18 0.55 al 3.80 10% of width I a2 5.20 10% of width 2 a3 4.8 0.4*mean roof height a 3.80 End Zone distance Specialty Engineering Consultants Inc. 1599 SW 30th Avenue, Ste 20 Boynton Beach, FL 33426 -0.55 7_05_C &C _HVHZ_FABREGAS_7863552862 31x3 P = 9 h (GCP - GCP �/ c/2..i /2 0 1/ PF co 5xf?3 Zone 4 Unbreached Zone 5 Unbreached Opening Mark width (in) height (in) Effective Area of component (ft^2) GCp (positive, 4 &5) GCp (negative, 4) GCp (negative, 5) P positive P negative P positive P negative 1 36.0 50.5 12.6 0.97 -1.07 -1.34 43.1 -46.9 2 36.0 50.5 12.6 0.97 -1.07 -1.34 43.1 -46.9 3 32.5 81.3 18.3 0.95 -1.06 -1.32 42.6 -46.4 4 35.8 37.0 9.2 1.00 -1.10 - 1.40 44.3 -48.1 V (mph) 146 Wind speed Fig 6 -1b, pg 35 I 1.0 Importance Factor, page 77 Building Category II Table 1 -1 pg 3 Exposure C 6.5.6.6, page 25 -26 Length of Building (ft) 52 Width of Building (ft) 38 Mean Roof height (ft) 12 Kz 0.81 Table 6 -3, note 2, pg 79 Kd 0.85 Table 6-6 pg 80 Kzt 1 6.5.7.1, page 26 pitch of roof 3/12 14.0 degrees theta 14.0 degrees 1.0 Reduction factor for slope of roof qh (psf) 37.57 Velocity Wind Pressure @ mean roof height GCpi 0.18 -0.18 0.55 al 3.80 10% of width I a2 5.20 10% of width 2 a3 4.8 0.4*mean roof height a 3.80 End Zone distance Specialty Engineering Consultants Inc. 1599 SW 30th Avenue, Ste 20 Boynton Beach, FL 33426 -0.55 7_05_C &C _HVHZ_FABREGAS_7863552862 31x3 P = 9 h (GCP - GCP �/ c/2..i /2 0 1/ PF co 5xf?3 DESIG FLORIDA BUILDING CODE & ASCE 7 -05 • _ FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES P5F) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 80 25 30 38 0 -15 -50.4 -49.2 +46. +45.2 -48.3 +44.4 47.8 +43.7 - 47.1 +43.1 - 46.8 +42.7 - 46.2 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft .1 -49.8 +47.1 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 -46.5 +42.5! -46.2 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 47.7 +43.6 - -47.3 +43.2 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +44.2 -58.1 +45.3 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 -55.2 +52.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 -58.1 +53.0 +51.6 -55.1 +50,6 -54.3 +49.8 - 53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 56.9 +53.8 +52.3 -55.9 +51,3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 -58.7 +52.0 -55.9 +51.3 -55.2 +50.6 -54.7 +50.1 -54.2 +49.6 - 53.8 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 +55.2 +53.7 - 57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 - 59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -58.6 +51.9 -56.1 +51.3 -55.6 +50.8 - 55.1 +50.4 -54.8 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 - 58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -58.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 50.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 56.4 +51.5 -56.0 +51.1 42 ft -62.6 -61.1 +57.7 +562 -60.0 +55.1 592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7. 44 ft -63.2 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 59.1 +54.1 -58.5 +53,6 -58.0 +53.0';' -57.5 +526 -57.1 +52.2 46 ft -63.8 -62.3 +58.8 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +527 48 ft -64.4 -62.8 +59.4 +57.8 -61.7 +58.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.8 -58.2 +53.1 50 ft -64.9 -63.4 +59.9 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 - 59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 -63.9 +60.4 +58.8 -62.8 +57.6 -61.9 +56.8 512 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft - 68.0 -64.4 +60.8 +592 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 -84.9 +61.3 +59.7 -63.7 +58.5 52.9 +57.7 -82.1 +56.9 -61.5 +56.3 51.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -67.5 -65.8 +62.2 +80.6 -64.7 +59.4 - 83.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 51.4 +58.1 -61.0 +55.7 z fn r v REMARKS 'NIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (P8F) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -622 +46.5 -59.8 +45.2 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft .1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 - 56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -532 +422 18 8 -64.6 +48.3 - 62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -58.8 +44.3 -55.9 +43.9 -552 +43.6 -54,5 +432 2011 - 66.1 +49.4 - 63.5 +48.1 -61.6 +47.1 -602 +48.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft 57.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -602 +46.8 -59.2 +46.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft 58.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +48.7 -58.7 +46.3 -58.0 +45.9 28 ft -69.8 +52.2 -67.1 +50.8 -65.1 +49.8 - 63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 - 68.2 +51.6 -66.2 +50.6 - 64.6 +49.8 -63.4 +49.2 -62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 592 +52.3 -67.1 +51.3 -65,6 +50.6 -64.3 ' +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 50.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -68.5 +51.3 -65.2 +50.6 •84.1 +50.1 -63.1 +49.6 -82.3 +49.2 -61.6 +48.8 34 ft -73.9 +55.2 - 71.0 +53,7 58.9 +52.7 -67.3 +51.9 -66.0 +51.3 - 64.9 +50.7 - 64.0 +50.2 - 63.1 +49.8 -82.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -66.8 +51.9 -85.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -727 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.6 +52.5 -68.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 - 71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +58.2 -71.8 +55.3 - 70.4 +54.6 592 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -78.3 +57.8 -74.1 +56.7 -72.4 -71.0 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74. +572 70. + -68.5 .0 57.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57. a -�` +5 . 9. 0 .5 582 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76. +58.1 - > _ .9 •-8819 .9+54% •+541; -70.3 +55.7 56 ft -82.1 +61.3 -78.9 +59.7 -76. +58. 7 +58. 74. ,; R►• -73 +57.1 .1•11-690 1 +58.6 •.1 60 ft -83.3 +622 -80.0 +60.6 -77.7 +59.4 DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' BASED ON . ':5 SEE TABLE N "S FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE WORST CASE PRESSURES. WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGFIT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION I5 NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER - APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR KzC =1.0 FOR FLAT TERRAIN USE ONLY THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+ / -0.18) ENCLOSED BUILDING ONLY VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. • a= 10% OF LEAST. HORIZONTAL DIMENSION 01,140% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. • • • • • • •• • • • • • • • CD 1 ELEVATION WALL ZONE FIGURES 2007 FLT A B• pzinG tabe • •• • ASCE 7- 05,MRII- 0t60 Flo •• • •• DESIGN LOADS FOR COMPONENTS &•CaDpING• • • ••• • • • • • • •• •• • • •11 . • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • s PEAK ROOF HEIGHT MEAN 12001 HEIGHT ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH +9885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:141 NW 103 st, MIAMI SHORES FL 33150 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL5823.2 +675 -67.5 ( +)43.1 (- )46.9 36 x 501/2 NO NO YES 2 4. FL7067.1 +60.0 -60.0 ( +)43.1 ( -)46.9 4. 4, 4. 4, 3 DOOR 09-0310.05 +75.0 -85.0 ( +)426 ( -)46.4 321/2 x 811/4 4. .ie 4. 4 WINDOW FL7067.1 +60.0 -60.0 ( +)44.3 ( -)48.1 35 3/4 x 37 4. 4. 5 6 7 8 . 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 -tYPH OF PROPERTY - i ! i - lII ;r"z IIIIMMI:" MI_ate MN ° IIIIIflhIIIipi millannalinEMMENEMIUTINI osammarlimm IV ■ /ally SWAIM /■■■ �_: mm//r//r ■ //rte. ��,.I Ma � � /ii■�i°is"■/i i ■"■ r/ ULI ■ Litarldiaalltila goo wimunigaznimaztagaiai wpm Erg* mann nmamilimm mania INIMIU . .. NM ii/r//ir /°nnsi ■ ■r■unr C ■n /■/ rim ;;■ inqua il MENNINI. IMO ■ inomm mum a , umu m ' r'mi°arrr ' {' FIRSIMMTHIMPI ......,_,_,_w.......r..,..................3. ik r alli lin simmels _ 1112222a1 it nnansuaffin I II ro VI m I al la MT pLili SI i Nem II nniminnu mon4w/man 2 ■ r� ihIIJi1I!IIII +°/ MO WWWW iii/°■ " O--■ a r PP •i°g■r Milaill M W el 1111 MI UM W iP IN -� grim 111 v■ a/ Al M II I rimusimme isiviessa � �./ /■ice �` /r ■ rida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtLaspx?paramwGEVX... KS Home ! Log In User Registration ( Hot Topts 1 Submit Surcharge 1 Stets & Fads j PubUmtions 1 FBC Staff 1 BUS Site Map 1 Unks Search 1 Product Approval USER: Pubik User Product Aoproval Mena > Product or SEEk lion Search > Applicator, list > Apparatlon Detan FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc •••• • • • • •••• • • • • •• • .•••• • • • • • •• • • • • • •••• • • • • • • •••• • • • • • • •� • • Authorized Signature Michael LaFevre • • • • • • .. miafevre @cws.cc • • • • • • • • Technical Representative Michael LaFevre ## • • • • • -• Address/Phone /Email 1900 SW 44th Avenue • • • • • Ocala, FL 34474 • (352) 368-6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph@cws.cc Evaluaa on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE x Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R4 COI 510484A (Eval Reg SH -8100 Imoact).Ddf Referenced Standard and Year (of Standard) Standard —M " - yAar AAMA /101/I.S.2 -97 1997 AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 •• • • • • • if 3 10/25/2010 8:32 AM rida Building. Code Online http://wwwiloridabuilding.org/pr/pr_app_dthaspetparan:FwGEVX.. PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/19/2008 01/05/2009 01/09/2009 02/03/2009 • • • • • •• • • ••• • • •••• •••• • • • FL. # Model, Number or Name •• • Description • 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 36x62 DP= +/- 75 psf. Installation Instructions •••• • • FL5823 R4 II CWS -155A (SH- 84/6(e insaact).rx • • FL5t32 R4 II DuPont PVB N04,ptia68 02.c 1f • • • FL5823 R4 II Mlkron NOA 06 -1220 01.Ddf Verified By: Roberto Lomas 625 • • • Created by Independent Third Party: Yes • • Evaluation Reports • • • FL5823 R4 AE 510484A (Eval Rep SH -9100 Impact).adf Created by Independent Third Party? Yes" • • • 5823.2 SH -8100 Vinyl Single Hung 5H -8100 Vinyl Single Hung (Impact) Limits of U Approve or use in HVHZ: Yes for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +/- 67.5 psf. Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Imoad).Ddf FL5823 R4 II DuPont PVB NOA 05 -1208 02.Ddf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).odf Created by Independent Third Party: Yes 5823.3 5H -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/ -100 Other: Large Missile, 52" x 72 ", +/- 100 psf. Installation Instructions FL5823 R4 II CWS -369 (511-8100 Impact 52x72 100 DP).Ddf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.odf FL5823 R4 II Mlkron NOA 06 -1220 01.Ddf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep S11 -8100 Impact 100 DP).pdf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +.67x5/- 67.5.x.- .. — - . Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psi. Installation Instructions FL5823 R4 A CWS -295 (SH -8100 Imoact 52x96).odf FL5823 R4 II uPont PVB NOA 05 -1208 02.Ddf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.Ddf FL5823 124 II Mikron - NOA-06 -%220 01.pdf -•• • Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).odf Created by Independent Third Party: Yes • • • • • • • • • • • • • 10/25/2010 8:32 AM rids Building Code Online http:// www.floridabuilding.org/pr /prapp dtl.aspx ?param= wGEVX... lea* Department of Commonly Al abs 'Florida Brddding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Fax (850) 414 -8436 4 2000.2010 The State of Stories. Ail rights reserved. Ethaa_Statull WAIL 09091a ser m t, E ac e5- Ihmtylement I plug In fiofwara I rnommar SDrvtra Survey I Contnrh Us Product Approval Accepts: • •• • • • • •••• •• • •••• • • • •• • •••• • • • • •••• • • • •• •• • • • • • • • • • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ,f3 10/25/2010 8;32.AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Ciemmons, NC 27012 Report No.: 510484A 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44fh Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed hereln complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of ,•••• • welded mitered corner construction. • • • • • • • • • • • Supporting Technkal Documentation: • • • • • 1. Approval document: drawing number CW8 -155 Revision A, sheet 1 of 8, titled PVC Single Hung•prrQgrgd, • signed and sealed by L. Roberto Lomas P.E. 2. Test reports: • • • • • • • • • • a) Report No.: NCTL 210 - 3168 -2, signed by Gerard J. Ferrara P.E. • • National Certified Testing Laboratories, Orlando, FL • • • • • • • • 8100 • PVC SH, Frame Installation. • • • • • • • • TAS 201 -94 Large Missile Impact Test • • • TAS 202-94 Uniform Static Air Pressure, t75.Opsf design pressure, 10.13 psf water lu dTltr$tion • • • TAS 203-94 Cyclic Pressure Loading ±75.0psf design pressure • • • • • b) Report No.: NCTL 210- 3168-2A, signed by Gerard J. Ferrara P.E. • • • National Certified Testing Laboratories, Orlando, FL. " ' • • • 8100 PVC Sid, Frame Installation • ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, ±75.0 psf design pressure • 0) Report No.: NCTL 210 - 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Instalation TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, 10. l3psf water infiltration TAS 203-94 Cyclic Pressure Loading ±67.5 psf design pressure d) Report No.: NCTL 210. 3168 -3B, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC 5H, Fln Installation ANSIIAAMAJNWi IDA 1011i.S.2 -97 Design pressure: ±67.5psf Water penetration resistance 10.13psf ASTM E 1886 -02 and ASTM E1996-02 ASTM E 1888/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, *67.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lomas P.E. L 0 rr /r�i �yl *y4A880 i• �\•r••.�.4 Luis R. Lomas, P.E. FL No.: 62514 07!181200$ L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Limitations and Conditions of ease: Engineering Evaluation Report Report No.: 510484A Unit size Max.G.L.O. Design Pressure Ratin, ■ Impact Rating Up to 3T' x 63" 31 9/16" x 27" ± 75.0 pef Large and Small Missile Impact U $ to 53 118" x 76" 4711/16" x 3311/16" *67.5 * , f - • e and Small Missile Im . - ct • Units must be glazed with " IGU consisting of: outboard lite 1/8" Ann — Air : `laminated inboard lite consisting of 118" Ann — .0917 Dupont Butacfie PVS interlayer -1/8" Ann per AS • Dupont Butecdte PVB intedayer per N.O.A. 05- 1208.02 • This product is rated to be used in the HVHZ • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC perN.O.A. 08-1220.01, • • • • • •• • Installation: • Units must be installed in accordance with approval document, CWS -155 Revision A. • Certification of Independence: •••• Please note that I don't have nor will acquire a financial interest in any company manufacturing or distribuuiag Me` products) for which this report is being issued. Also, I don't have nor will acquire a financial interest in env entity involved in the approval process of the listed product(a), • • • • • • • ``Z‘tlt4 f!!//1/4 .4 �4 • GElii •� e,., �0 -6s. ;y • .. .:,:: TATS OF ;viz: 2of2 �-+'^ %ZW? • • • • • • • • • • •• • Luis R. Lomas. P.E. FL No.: 62514 07/16/2008 •• • • •••• • • • • • • • • • • • • • • • •• •• • • • • • • • 63 118' MAX. OVERALL FLANGE WIDTH 5l 7/a' LTAX. UNIT WIDTH 4711118" GLASS DLO SINGLE HUNG ELEVATION (IMPACT) (SHOWN Wi DIFFERENT OPTIONS) 76' OVERALL FLANGE HEIGHT 74 314* MAX HUNIT 3312 GLASS DLO 3311116' GLASS DL.0 ra All.,141 G {inrFTC7 63 MAX OVERALL FLANGE HEIGHT 62318' MM UNIT HEIGHT Cd8 24 MAX. SASH HEIGHT 213!8' GLASS D1.0 1118' MASSE= 60140 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEvATIONS.....1 ANCHOR SCHEDULE &NOTES.._. ».2 DP CHARTS & GLA2 ETAIL_... 3 SECTioN VIEWS »_.d EXTRUSIONS& INSTAUAT1ON BETAS../._ ...._..6-0 63 VW MAX. OVERALL FLANGE HELGI$T 821116 MAX MIT HEIGHT 24 511W MAX. $ASH HEIGHT 5 HI SASH ORIEL 53 NB' MAX OVERAL. FLANGE WIDTH 51 7N' MAX. MAT WIDTH GLASS DLO 3 cLAsS OLO 21' GLASS OIA 451118' GLASS 0L0 4 HI SASH ORIEL PVC IMPACT REQUIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENTEDITION 2. GIAZI NG OPTIONS; (SEE SHEET 3) 3 CONFIGURATIONS "cm. 4. DESIGN PRESSURE RATING; ($EE TABLES -SHEET 3) 'MEGATTUE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. -POSITIVE DESIGN WADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. b. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED U4 THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. AU. FRAMES AND VENTS FULLY' WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL Am JAMB. & REFERENCE TEST REPORT& NC17:210- 3f68 -2 . NCTL2103168-2A, NCTL 210.3168 -3, ROIL-210-3168-30 8. SERIES 1 MODEL DESIGNATION 5468100. 10. WOOD BUCK OR STUD FRAMING TO SE OESIGNEDAND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 16 ItEBPON S1SILNT T OF ARCHITECT OR ENX3NNEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLomma X OPERABLE SASH, 0 = FO(ED SASH 12 SECTION CALLOUTS FROM EQUAL SPLIT IS.EVATION APPLY TO ALL ELEVATIONS W A SMEAR LOCATION. 37° MAX OVERALL FLANGE WIDTH 35 314• bout W1TT WIDTH 31 1818' GLASS DLO 63' MAX OVERALL FLANGE HEIGHT 61 374" MAX UNIT HEIGHT 0' MAX CAEH HEIGHT 2Z GLASS 01.0 273118' GLASS ow PROPEIVARYAMI CODYMENrEL THE 88'ORIWtTION=MATED R3TM DEAVVINGR1 THE804E WINDOW SWITID S.E e. ANY REPRORUC008IN PART CM ASA WITTEN PERIESEEDNOF CUSTOM WINDOW SYSTEMS. INC. IS 7516117 GLASS 010 QUAL SPLIT • • .•• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • '• ••• • • SEE NOTE 2 MAX O.C. r 1 1 3M1AX. MAX (TYP.) MAXr MAX MP) ITYP) IP MAX. O.C. LTTP4 SEE NOTE f 7 i .1 © r MAX 0.C. MAX MP:RA O.C. ITYP! ' I II 1MAXO.G MAX INSTALLATION ANCHORS TYP. ANCHOR E$�� IFLAN EJ TFWI PRAT &c' IP (M G I IEPE`OPICFOR 7581t) NOM 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2 SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHSAS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1115' M PRESENT: 3, WAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3116° DIA ELCO TAP C LALSOTLItY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 111. INTO MASONRY Y WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21A2° SHALL BE ACHIEVED. 5. #10 WOOD SCREWAIII3HORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 124. EMBEDMENT OF 1318" INTO2 BY WOOD BUCK. S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A Mil. EMBEDMENT OF 1112" IN1'O 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. S ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING ANCHOR L % N1 LBPECWFIO FOR 798,.) INSTALLATION ANCHORS TYP. 5" —. MAX Il SEE NOTE 2 sir— MAX O.C. INN) INSTALLATION ANCHORS TYP. UAW FAY IFINj Hl GFOR 673RPJ UPDATED PER NEW FBC REQUIREMENTS 107107N8 . iii B. INSTALLATION ANCHORS SHALL BE LN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHOR! THAI. /f r NOT BE USED IN SUBSTRATES W)TN STRENGTHS LESS THAN THE MINILIUM STRENGTH SPECIFIED BELOW. i— �i. : a " °!r°�.,0 .T b -iI' , SW44THAVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS 11£REIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPS• 1 & . • . ! •• ; CAA, FLORIDA 34474 A. WOOD -MINIMUM SPECIFIC GRAVITY OF 84.42 • • �tiiii .67:6";.1„ •R� r;aj' ... B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. �- a t a....L_ ± " SCHEDULE & 240 C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-80. GRADE N, TYPE 1(OR GREATER). n • WH7ID1T O WNS P Y SEA89S .ONNC0 PWUpOWNSM9YOCA E l e THp a E • •-. N Oj e2�8• •• i 'i a �•Y •- _;..... '5104 - THE 1NPRM0.iWNCUanaeORP W1E• THE E • i K °ERO LOMAS + ■ s.i MODULARSIZES 014/7 VANDOW12ZE9 INBONTR4 PaDTH RAI GLASS TYPE 27112 29112 31112 35112 34 112 41 112 431/2 471/2 51112 53112 551/2 591/2 53 112 61112 57 112 71 112 74914 231/2 27112 A. B A. B +751;76 +75/.475 475/-75 76/-75 •75/-75 •751-75 4 751- 75 •75/-75 +751-75 +751-75 .751-75 +751-75 +751-75 +751-75 *751-75 +751-75 • 76/-76 +75/-75 +75 / -75 . 751-75 +751-75 • 751-75 • 751-75 + 751-75 + 87.51- 87.6 • 57.51-67.6 + 67.51-57.5 • 57.51- 67.5 +51.61-57.5 • 70.6 - 87.5 +57.6/-67.6 +87,6/-67.6 *51.51-57.5 87.5 / - 87.8 251/2 A.15 +751-76 • 75/-76 +75/-75 + 751- 75 + / - 75 +751-75 +76/-75 + 75 - 75 + 75/-75 +75 / -75 + 75/-76 +761-78 +67.51-67.5 +67.5/-67.6 • 67.51- 87.5 +57.5/-57.5 +51.5/-67.5 31 112 A.B + 75 /I.75 • 75/-76 +751-75 +751-75 +751-75 .75 1- 75 +761-75 +751- 75 +75/-76 .781-76 +751-75 • 751-75 +67.5/-57.5 +5751- 87.5 .6741- 87.8 +57.5/-87.5 +61.51-57.5 351/2 A. B +751,75 75/-75 +751-75 .751-15 +75/-75 *751-75 751- 75 .751-75 +75/-75 •757-75 .761-75 +751-75 +5751-67.5 +87.111-07,5 57.51-87.5 +01.51-874 +67.51- 67.5 39112 41 IN A B A. B +57.5/-675 +67.61-87.5 +67.51-671 *57.51-575 +675/-57.5 +67.51-W.5 • 57.51-W.5 57.5 /- W.5 42112 A,8 +67.51-57.5 +87.5S. 87,S + 67.5 - 07.5 • 87.5/ - 67.6 +67.51-67.5 + 675 /-67.5 .57,81-67.6 +67.51-67.5 +67.51-67.5 +67.51-87.5 +67.6/-57.5 • .51-67.6 + 07.51- 67.5 +675 1-67.5 • 7,451-1R.5 + 57.51-.57.5 +57.5 1-67.6 • 51,51-67.5 +57.51-87.5 *87.5/-67.8 +875/-67.5 • 67.51-87.6 +57.5/-67.6 +67.5f-57.5 +67.5/-57.5 +67.5/-57.5 +67.5 /- 57.5 + 67.5 - 67.5 +6751-67.6 +67.5/-57.5 + 87.5 1- 87.5 +67.51-57.5 •67.61-67.5 •87.51-57.5 +497,51-07.5 .57.31-67.5 *57.6/-67.6 47112 A, 5 • 87.51-67.6 +67.5!-87.5 +675)-67.5 +67.51-W.8 • 875 1-57.5 • 67.51- 67.5 +67.51- 67.8 +57.51-57.5 +67.61-67.5 + 87.5 1-57.5 • 67.5 -57.5 +67.51-87.5 +67.5/-57.5 815 - 67.5 +8751-67.5 +57.51-57.8 +67.51-01.5 037.6 1- 57.5 • 67.5 /- 57.5 +57.51-57.5 +67.5/-571 • 61.57-61.5 • 67.5 67.5 51 A,5 +87.5/-67.5 +57.5/- 87.0 .8. eta 57.5 +67.81-615 +51.51-67.5 +67.51-67.5 +6751-674 +87.5 /-137.5 .67.5/-67.5 • 57.5 1-67.5 +67.5 / - 67.5 + 57.5 / - 67.5 + 67:51 57.5 +W.51-67.8 +67.51-67.8 + 57,51-57.8 +67.57- 67.5 002550ORY12X131 (T/Pto TIP) IRIlliff UR Th TYPE 29 :. 35 315 tr) 54 59 as 74 15118 A. B +751%75 +751-15 +751-75 +751-75 +751-75 +67.51-87.8+87.51-57.5 28112 A.15 +75175 • 75/-75 +151-75 +751-75 +751-75 +87.51-67.6+87.5/-87.5 A. B +751-75 +751-75 4751-75 +751-75 +67.51-67.5 +67.5/-57.5 53115 A B • 07.5/257.5 Jr:01-75 + 67.5 I -67 / -671)07.61- 67.5 +67.5 / -57.5 +67.51- on 4. 67.5 /.67.5 3/4" OVERALL • itr ANNEALED WASS 5115" AIRSPACE 5116° LALENAIE0 1/8" ANNEALED GLASS war DUPoNTPv8 INTERLAYER 1/8. ANREALEDGLA58 ovaRALL IR° TEMPEREDGIASS 6/16" AIR SPACE 5116° LAMINATED Mr ANNEALED GlAsa war DUPONT PVB INTEFEAYEN 1/8" ANNEALEDOLASS NOTE: 1.8" SIZE INTENDED IS NOT SHOWN,osE NEXT LARGER/3 1 • • • • • • • es • • • • • • • • • 15 -... a ''''A-‘1.'4% rstaffpgit• • <44- t.`'.•. • • • • .• • • .0 .... , ••• 00 • -.. ....: • , a, • i • • • cg. , ZS-. • 6-44: .16..4:,:„ ---2a. 411•P'/GIc .C12a14 4.- PROPAIETARf CuralveNtaL NP01634•53•43N/ DENAING15 RIE501.E8eo matoWsrSTEUS.1 ~rasa. w3trrememAseao cust IMNOWNWSTWASI.INI415 • 9 9 • • •• • • • • • • • .9 • - FL AS31. KO. 62514 r a- • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • 11. 6 ■ir a * "":". • +' • o: • • • • • • • • • • • • • WALIMMIKEAUFARISILEFT SIDE SHOWS MO Av, RIGHT ME SHOWS SASH CUT AWAY 1) SILL HOOKS: IMPACT HOOK liPACSIS: r FROM UNIT EOM TO EDGE OF HOOK. NIA THIRD WORM CENTERED IF UNIT VaDTH ta GREATER THAN 3r. 2) SASH CATCH: A) Z-D2" FROM SASH CORNER TO EDGE OF CATCH. • NI A THIRD CATCH IS CENTERED IN SAM war WIDTH RI GREATER THAN 27'. SASH AND FRAME HOOKS ARE TO AUGHWITHIN Mr. GLASS TYPE SEE SI4EETS DETAIL A UPDATED PER NEW FBC REQUIREMENTS BOO SW 44TH AVE. FLORIDA 34474 SECTION VIEWS & ALT. FRAME - IMPACT 1HE IMPORMATICel wiNDoNtrtanas. WRITTEN Peossiaos .14 tame Pe rn• tesastprtun 114331 Mein Pr* S ,w101 ,PFGHwd 116331 y67eta Ft, Sit wing., M.88 418031 Mak Ft, SRw/idj„WC L..E. 538631 14136 ,134. WHS. WC. R.• 118001 /Seek Rat fad 84455 111497 118619 Pate. Pad. MR 55231 Meet Rd, WC new. Sash wet. Rd Sash 62lomPlel PYC 51498 Refil_8.6166.6Fi 144004 Zest >sae rspse4.Ra1 6-1455 68018 88018 58018 6.018 _66.1216.6,11 !ii bd. 3/47xd., Hate. G01. 8d.. SWAM., Vest Gk. Id, 314',Sea9, Hork. 66.6.. N4',Saah, Vert. Sem. A•apt.wtM. WC Mirk. Sem. Adak. WC, Veit Sash atop I F3ar. WG Vert Fr. Caton. PVC. Mp..84(a4, 1*SEb) 58013 $8014 38026 5.1576 61568 8-1804 1-3358 P4248 P4781 P3784 P4215 P3803 P4123 P3765 83788 P4051W 714748W P3559 P4559 P 4342 P1752 143438 P 5433 P-3362 P 3713 83891 P0113 Sash C•10l WC, emecl Anchor CV aela OW Sash tam WC Take Cul06 lank, Ire.* WC keeper. Meat WC Weep cowrw/ Flap pekf. Pate. Flak 1a hap.. 0.2703 .187 boa F115421. MAY SS x 3.061Ft PISS6 19 x11898 R1I 451.6 233 1:350R11 FMK WM. 03 a 5.525 Clad F11 IBC, fled. 818 a 314 Pt FH1311 2 80 3ArPh1441542 Sara Sealer, 9.14304 Cap Pus. VT Fide Fuf lien Tauseal, 9C Hat Lei, *Weal, 17 Set Sk.55 Oa., NB°x 6531 a 2• 1.4 51191006211 Cert. Wet 14130116. bract Teeparmy La 1666/4) CMS1.e1.thgo) Gbs0. Med 7.11281 P4218 P4218 83321 P4581 P3720 P43029 Pd523 Olesk'Swth tipaatrieec ene 3j Semen From Hark. Scrag nem, Vert Same kerneCSne.Key Seem Oath. 18x18 Fie hiss sertel130116..155 Da-. Elk Sump P58 Tob Screen 664. 65 143028 51112 t AM A% 98315 1,. WC. 0 Bub leytw1 se..336Nth P3113 Sera! auppSrl ter FVC 3.125 1,847 J 1.180 PVC SASH BTM. RAIL -6028 I?VC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 PVC FRAME FLANGE-6031 1.036 REINF. FIXED MTG. RAIL-1499 +4411 ALUM 6083 T-6 PVC FIXED MTG. RAIL-6001 FR. HOOK IMPACT (SH SILL) REINF S.B.R /S.S.R. -1498 ALUM 6063 T-6 ALUMINUM 6463 -T6 3118•••-. NOTES: ITEMS 33-38, 41, BO. 58-81 ARE NOT USED ON THIS PRODUCT. 21 — «I818' ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 REINF. SASH MTG. RAIL -1497 ALUM 6063 T-6 173' ---•1 PVC SCREEN SUPPORT - 6014 ANC1'{OR OL1A • • • 1387 �_V D PVC SASH STOP -6029 fRAMt=_ G10RNER CGNSTRUCiION PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 • • _.•10- •S • • PROPNETMRT AND CONRDENIAL � :` 1 ▪ y- •., + Lil03 -K WINDOW &8EY9� RIHttltaucroN W WEST iE NORMAT{ON TAN mums is nig sots PFAP9R1 j 4 • WR1TTE4PERKISSYFF 6AWS WINCON 4kWeE - P6l-N0- . 14 a . 7. i t • • • • • •• • • ••• • • • • • • • • • • • • •• •• • • • • ••• • • ••• 619 V4• �Sle' SASH CATCH IMPACT ALUMINUM 6063 -T6 A j UPDATED PER NEW FBC REQUIREMENTS 1 07107155 3 SW 44711 AVE. FLORIDA 34474 IONS1D.G,a: SPPACT ;an 7f/2008 • • OWS -155 '50F8 CAULK E (A OPENIING BY SUCK MIN. EDGE Dlst) CONCRETE/MASONRY BY OTHERS 0. 'o •O • EXTERIOR FINISH SY OTHERRS PMUMErER CAULK BY AISTALLI',R WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 4 4•� 04; 4'; 4' • ' • • • • • s o • • • 6, 21tz 4 ;2 � * (MIN. EDGEO18r. ) 4 p� f r tie • i�'1 J. (MIEN EMBEDMENT) T 1 �- --114' MAX SHEA (BEENOTE CBS ON BHT. 2) 1 BY WOOD BUCK BYOTHE RS ANCHOR CLIP INSTALL/MON ANCHOR. 3118' DIALIASONRY ANCHOR ;I mo w . N ` • P . .• p �. : _ �p. • •!i •' r • • . • .I • r • • • • • A• •. ••a t • 4• ▪ 4• 6• ▪ • 6r 6 ...• 4p . a 6 a 6 • 6 ,6 4p • • p, p CAULK BEIWEEN RUCK AND OPENING BY OTHERS INSTALLATION ANCHOR. 3116• DIA MASONRY ANCHOR ANCHOR CLIP rr T 114' MAX SHIM (SEE ND X283 1 BY WOOD BUCK BY OTHERS 1114° (MIN. EMBEDMENT) CONCRETE/MASONRY BY OTHERS ff• VERTICAL SECTION VI/ cup (MASONRY) 4112' (WM EDOE DIS7 ) 114• MAX. SHIM (8EE NOTE 2 8 3 ON SHt 2) ANCHOR Cita INSTALLATION ANCHOR, 3)18•D1A. MASONRY ANCHOR. 1 SYWOCOBUCK BY OTHERS • • Oo WINDOW FRAME JAMB • E• IMETER CAULK 114 MAX SHIM pee NOTE 233 ON SHT. 2) ANCHOR CUP Liar (18)1. EMBEDMENT) ▪ . • 4 TNSTALIATION ANCHOR, • t1Q WOOD SCREW • • • 4 • �• CAULK BETWEEN BIM AND ammo BY OTFE?RB . 4 • a 6• • 0 • . r 6 • 2 BY SUCK SY OTHERS • (\WiRIZON TAL SECTION W CUP CMASO).(RY) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ANCHOR CUP WINDOW FRAME MU. • • HO1820NTAL 6 6110N k/ CUP (WOOD) INSTALIATK)NANCHOR• 3I18.OM. MAMOIEIY ANCHOR. PERIMETER CAULK SY INSTALLER EXTERIOR MASH EY OTHERS BYE 80 ®ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) •• ••• • • • • • • •. • •• ••• • • •• • ... •tit 114• MAX,S14M (SEE NOTE 2S3 ON SHT.2) EMBEDMENT) CONCRETE/MASONRY BY OTHERS (MIN. EDGE DIST.) A I UPDATED PER NEW FBC REQUIREMENTS • • PROPi8ETN1YAND COWIDEtIRN. ••• •• • ,� THE RFOIRMATIONOMITANED N1 ISDRA N0 ISTI6SOLEPRDPERI7 C.C1.$18R wINDaN8Y8TE•6S. AVM INp�5p7'p��q ANM1OIE= VD�ImT•IE WRITIENPERW83�•iclMAte 61EIh3,S&.16lROFIBRFb.•- • • ;a1.+ 1 0110 /08 SW 44111 AVE. FLORIDA 34474 y i A • DETAIL 161111111L-H' •i + Le14C11.■ W W1111111111■ 'llama= '3- 7/7/2008 "CWS -155 43 OF • • • • • •• •• • • • • • • • • • • •• ••• • • • • • • • • • ••• • • • • • •• • • • • • ''r 3"•1;11 A.g L.*'.•,° '�. • • • • • •• • ZSZ (MM EDGE DIET.) CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENINS BY OTHERS BY R FINISH PERIMETER CAULK • • ►. • •• • • P• • • •• • •• O RYWALL EN OTHERS • • • • • • • r• •I• • P1 • •• 1 IEC (MIN. EMBED NI) D RYWALL BY OTHERS CONCRETFIMASONRY BY OTHERS INSTALLATION ANG R NW' DM. MASONRY SCREWWNEDPRENE BACKED WASHER THRU SCREW SUPPORT 1 BY WOOD SUCK SY OTHERS • BY WOOD BUCK BY OTHERS 71A• MAX SHIM (SEE NOTE 283 ON SST. 2) U4• MAX SHIM (SEE NOTE 24 3 O BHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER (MIN. EMBEDMENT) 4 •4.4 (MIN EMIIEDMENT) 2 yz • i • a WL EOM DB3T.) •4.•a •••�I I,4• MAX SHIM (SEE NOTE283ONSHT 2) BY INSTALLER CAULK UNDER SCREW HEAD SYINSTAUERS WINDOW FRAME. HEAD INSTALLATION/WOOL DUL. MASONRY SCREW is/NEOPRENE HACKED WASHER TRW SCREW SUPPORT WINDOWFRAME SILL CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER L'NTauaR FINISH BYOTHERB CAUU(BETWEEN BUCKANOOP8NRG BY OTHERS INSTALLATION ANCHOR, 3Y16'DIA. MASONRY SCREWWNEOPRENE BACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH BTRUCYURAL GROUT SY OTHERS 1 ' UP MAX SHIM (SEE NOTE 24 3 I'�;�'• =� Tr ON BHT. 2) I.] vigil MP =Jail CONCRETE/MASONRY BY OTHERS VORTICAL SECTION N.T.I FRAME (MASONRY) SILL PERIMETER CAULK BYINBTAU.ER EXTERIOR FRESH BYOTI•/:RB D� HORIZONTAL SECTION ■7% FRAME MASONRY) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME SILL INTERIOR FINISH BY OTHERS 's'4 mss! �ti• •• • • 8 DRYWALL BY OTHERS 2 BY W000 BUCK BY OTHERS INSTALLATION ANCHOR R10 DIP. WOOD ANCHORWLBOPNENE ♦ • j 'BACKED WASHER THRUBCREW • • • SUPPORT A fO\ HORIZONTAL,SECTION L2 FRAME (WOOD) INSTALLATION ANCHOR SNIP DIP. MASONRY SCREWJNEOPRENE BACKED WASHER THRU SCREW SUPPORT PERIMETER CAULK BY INSTALLER EXT. FINISH BY OTHERS r7W MAXBH82 (BEE NWT 2 a 3 ON BHT. 2) (MIN EMBEDMENT) COOCCB OTHERS (H ALTERNATE PRECASTSI.L DETAIL LJ FRAME (MASONRY) USE SOLO Moo • • • • • + �yM SUPPORT TO TORME B U. • • • • • • S LEVEL BY OTHERS • J.. • G8NEMBED ENT) • • • ••• •. • • , •Z; 'y •� 4 j..•.+ Luc 4 "'•' a °O_':at��M�R fir, (M)NEDGEDIST) PROPRETWIANDCDFREMOML °.e i Y 7i -T,G TF$fFMRTIfVd OIiAYPR- XiSTFffie013.aY�I.� N..: crot • Ft. IS de;. @AM EOGr MT.) CAULK BETWEEN BUCK AND OPBI$N3 BY OTHERS A 1 UPDATED PER NSWFOC REQUIREMENTS 1 07/07/08 SW 44TH AVE. 7LORIDA 34474 ALLATION DET i THRU 7/712008 ISE •70F8 WINDOW FRAME SILL CAULK REMIND FIN BY INSTALLER. PERIMETER CRRILK BY INSTALLER; WINDOW WRAP BY *WALLER t• EXTERIOR FINISH BY OTHERS ; SHEATHING BY OTHERS (r‘VERTICAL SECTION LJ FIN (WOOD) 1A4 MAX SHIM (BEE NOTE 2& 3 ON SHT. 2 BY WOOD BUCK BY 0114ERS INSTALLATION ANCHOR. *SW003 SCREW 1_1Z NON SISEDMENT) • • • • • • • • • • • • • • • ••• es • • • • • • DV. 9: CZN, HORIZONTAL SECTION .8/ FIN MOOD) • • flreoa PROPRIETARY AND COAFIDENIM Ve"- • TN6 1NFORWON OSAMU) Wife WANDS INN tp OSIENTY • • YUNNAN OMENS. MOONY REP ON WRITIEN PENNONNON or culsr mown HMO SW 44TH AVE. - litg, CALA, FLORIDA 34474 ••._*%"1:11*NsiSTALIATION DETAIL WOO COW. -MOT os.. ;,,,,, . '''.'-... 0.• PVC SINGLE HMG 3RAWN NDE F•-; • 4.4nittalttl3iva MI'S). moo CALE: NTS ... FL: P.E 14 — N 'ma igo • ' - CWS-151 ' A 11314F-°: 8 OF 8 • 1 • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Florida Building Code Online Page 1 of 3 BCI$ Home I tog In I User Registration 1 Hot ToOlcs I. Submit Surcharge Statg at Facts I Publications I FBC Staff I BUS Site Map 1 Links I Search I Product Approval USER: PubIlc.User Product App revel >tabu > Erpebaa. or Appl>Fatlon Sgorcb > Application List > ApphS.aton igstory > Appncatton Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone / Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre@cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34.474 (352) 368 -6922 Ext 207 MLaFevreClcws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 • (352) 368 -8922 Ext 208 Ralph@cws.cc • • • • • •• • • •••• • • •••• •••••• • • •• •• • • • s • • • • • • •• • •••. • • •••• •••• • • • •• • • • • •••••• • • • • • • •• •• • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE I.° Validation Checklist - Hardcopy Received FL7067_R3_COI_510485A (Eval Rep_HS -8200 Impact XO_74x54).pdf Standard AAMA/101 /I.S.2 -97 AA MA/W DMA/101 /I. S.2/A440 -05 Year 1997 2005 http : / /www.floridabuilding.org/pr /pr app_ dd. a. tx?parsm= wGEVXQwtDovmivM Sa39J... 1118/2010. •••••• • • • • • •••••• • • • • ••••• 000000 • • • • • • • Florida Building Code Online Page 2 of 3 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/19/2008 12/29/20.08 01/08/2009 02/03/2009 Summa of Products -711111 Model, Number or Name Desci'I • Ion 067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (2mpact 74x5.4, XO Um s o, Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes - Design Pressure: +60j -60 Other: Large Missile, 74x54, DP.= +/- 60 psf, (Impact). • Installation Instructions •••• FL7Q67_13 LCW$ -i, lA (H.$;�6200 WP ),P1 • Fi -7067 !33 Ii_DuPgnt PVB N017A_¢6 -1a0$ 0,p' 1' • • Fi,7067 R _ ti Il4rsan_.N.GQA ,06. Z220._eil,.pdf • • • • Verified By: Roberto Lomas 62614 • • • •+ • • • Created by Independent Third,Qdi :•Y\s Evaluation Reports. • FL7Q$7 10 AE51Qt5A (Eve A$d?i1- 82001iptag. XQ 74x54).pdf • •••• • Created by Independent Thtrd.Fig ;' es • 7067.2 i HS-8200 Vinyl Horizontal Slider HS.- 8200.VInyl Horizontal SltderpImaie , 111 "?a.V!•: XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +1- 60 psf. • itstallatloni Instructions ; • • F17. Q4Z.-,i13.1 QW.S. -232A 102.0Q!'npac l f F4�067 R3 I _AuPont- 11-Qf ;12..0 _0't,:pcif FL746,7 RU _P.tkPot.,WP_ IDA 47••1116-0o,pdf • FL7067 Ui Wii(tron_NQA _Q6-1a,2Q Q1,pdf• Verified By: Roberto Lomas 625.14 • Created by Independent Third Party: Yes Evaluation. Reports FI:7Q67_R3_AE_51-04070 (Eval Rep_HS -8200 Impact XOX111x63).pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider mpact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +1- 60 psf, Al. FMR. _ Installation Instructions Ft,70£7_R3_II_CWS -I.86A (H5 -8200 Impact 72x63).,pdf FI,7067_R3 II_DuPOnt_PV8 ly0p_05 -1208 02..pclf FL7067R3 JI_MlKrpn.A.OFI_06- 1220_01.pdf Verified By: Roberto Lomas 62514 Created by independent Third Party: Yes Evaluation Reports FL7Q67_R3 A .510406A (Eval Rep_HS -8200 Impact Xq_72x63).pdf Created by Independent Third Party: Yes Bach ZallEFrbnaliterediidatl7W Arians Florida Building Code Online Codes andStendards 2555 Shuman/ Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414.8436 2000 -2010 The State of Florida. All rights reserved. http : / /www.floridabuilding .ore /pr /pr_app_dtl.aspx? ;arum= wGEVXOwtWymivMZSo39J... 11/8/2010 • • • • • 000000 • • • • 000000 • • • • • • • Flbrida Building Code Online Page 3 of 3 Privacy. statement 1 Copyrjgbt Statement 1 Access Win statement 1 P1ug-in Soitw re l customer Service Survey 1 Contact, ua. Product Approval Accepts: • • • • • •• • •••••• • •••• • • • • ••• OOOOOO • • •• •• •••••• • • • • • • • • • • •• • • ••• • • •••• •••• • • • • • • • • • OOOOOO • • • • • • •• •• • • • • •- • • http : / /www.floridabuilding.org /pr /pr app ... dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 11/8/2010 OOOOOO • • • • • • • • • 00000 000000 • • • • : • 000000 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons. NC 27012 336 -945 -9695 Manufacturer: Custom Window SySteme 1900 S.W. 44`h Avenue Ocala, FL 34474 Product Line: 5200 PVC Horizontal Slider— Impact resistant Engineering Evaluation Report Report No.: 610486A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98. 72.070 method 1(d). The product listed herein compliesettfl ". the 2007 Florida Building' Code. • • • "" •• • s •••• Product description: Horizontal Slider, Impact resistant made of white rigid PVC. Frame and actiweisatiq were or..' welded mitered comer construction. • Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Teat reports: a) Report No.: NCTL 210-3167-1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201-94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±87.5 psf design pressure, 7.75 Psi waTer inflitraiion TAS 203-94 Cyclic Pressure Loading ±60.0 psf design pressure • b) Report No.: NCTL 210.3187 -113, signed by Gerard J. Ferrara P.E • • National Certified Testing Laboratories ASTM E 1868 -02 and ASTM E1996.02 ASTM E 18861E 1995 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 1686/E 1996 Cyclic Load Test, 160.0 psf design pressure AAMAINWWDA 10111.8.2-97 Design Pressure: ±60 psi Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. •••• • • of a�ttlin 8204 Pf/C • • • •_ • •. •. Limitations and Conditions of use: Maximum design pressure: ±60 psf • Maximum unit size: 74° x 54° • Maximum D.L.O.: 33 3118° x 4913/15" • Units must be glazed with W IG J consisting of. outboard Iite 1 /8" Ann —Air —5/16° laminated inboard he consisting of: 1/8" Ann — .090° Dupont Butacite PVB interlayer— 1/8° Ann., per ASTM E 1300. • DuPont Butacite PVB intertayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product Is impact resistant and does not require Impact protection in wind bome debris regions. • Frame material to be white rigid PVC per NOA 05- 1220.01 installation: • Units must be installed in accordance with approval document, CWS -157 Revision A. Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report Is being Issued. Also, 1 don't bar nor will acquire a Mandel interest In any other entity Involved in the approval procass of the listed product(s)r� °''`' " `' • 'p 1 ••Fp,•r tom..• ..' • M•'' • • • • • • • • • • •• • • • • • .••• sita r ILr9 +l, . • OF cs f Luis Lomas, P.E 1S4s.'N' No.: n il 07/1512008 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) T 55114• MAX OVERALL FLANGE HEIGHT 75 N4- MAX OVERAU- RANGE W ¢ITH 244 MAX UNIT WLDTN MAX. SASH WIDTH Iffi: 1dAX UNIr rumor TABLE OF CONTENTS 'GENERAL. NOTES & ELEVA77ONS._......_1 ANCHOR SCHEDULE AND NOTES....... - ....2 DESIGN PRESSURES & GLAZING —3 SECTIONS & ALT. FRAME....._.._____ 4 EXTRUSIONS& BILL OF MATERIA S—_._5 INSTALLATION attar au= GLASS 01.0 GLASS DLO C&°CIO "MAX 8I pRopiwcAmArmoxamosnAL 1HE INFOSWIA1tf.1V CINd7AS.TED 14 MS DRAWING IS THE SLICE PROPBTIY WINDOW SY3lE S. DC. ANY CIEFRODUCT1ON IN PART OR AS A WHOLE Vi WRITTEN PEWE49s10N OF *Wit*WNOOTV SYSTEM*. INCAS POOY*317Eth arc IMPACT REOUTAEMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: -U/X" OR "X1Cr 4. DESIGN PRESSURE RATINGS (SEE SHEET" 3) - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTS4 E 1302 - POSITIVE DESIGN LADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES AST1I 51330. S. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 848 FOR ANCHOR DETAIL, 8. SHLMERS ARE NOT REWIRED. 7. ALL FTIAMES AND VENTS ARE FULLY WELDED. &MALL JOINT SEAM SEALER USED AT FDLED MEETWG RAL AND JAMB. 8. REFERENCE tr.i/T REPORTS: HORIZONTAL SLIDER -CM NCTL.7-10- 3167- 18.NC7L- 210. 3187 -1 S. SERIES/MODEL DESIGNATION! H$-8230. 1D. WOOD Btscx OA STUD FRAMING TO SE DESIGNED AND ANCHORS) TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH. 0 m FIXED SASH 12 SECTION CALLOUTSS FROM OX ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. •• ••• • • • • • TED PER NEW FBC REQUIREMENTS 07107/08 Lir 4CL :w •iy • • RAL NOTES & ELEVATIONS - LARGE MISSILE WHORE. SLIDE IMPACT :y 7/152008 ...,. i:.:« .,.:CWS -157 ` A i0F8 ANCHOR IAY1 -CF0d1 1104101411143 NAM= OPenali BASTAUATION ANCHORS TWP. NOTES: 1. INSTALL ONE ANCHOR AT EAp4 INSTALLATION LOCATION. • 2. SH91A AS REDO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SH84 STACK TO 82 •U4'. USE SHINES WHERE SPACE GREATER THAN 1118` IS PRESC 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIRRS ARE NOT ALLOW EO. . Wier DUI. F.L0OTAPC ONAY ANCHORS MUST 8EOF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF11 /4' INTO MASONRY THRU FIl�1 0 BUCK. INTO MASCB4RY_ A MINIMUM EDOEDISTANCE OF 212' SHALL BE ACHIEVED. 5.910 WOOD SCREW ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OP 1 3/8' INTO 2 BY WOOD SUCK.. 6. 88 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112' E O 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL. CORNERS W rrH SMALL JOINT SEAM SEALANT. • • • ••• • • • • WipATED PER NEW MO REOUIFIEMENCS 107/17/08 • 8. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL, OR COATING. • • • • • • • •t 0 f• 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION NSTRLUGTIONS, AND ANCHORS SHAD• • . F NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. • "�'' .•s ' •• • I. wrOW AVENUE 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATER IALWTTH THE FOLLOWING PROPERTIES: ':' + ;t T `�• 34474 A. WOOD - MINIMUM SPEC1F}C GRAVITY OP G=D.42 • • • • • . ` � � : c • s ' : HEOULE 4 NOTES- LARGE MISSILE IMPACT 8. CONCRETE = MINIMUM COMPRESSIVE STRENGTH OF 3,288 PSL • • •_ •>«• r C. MASONRY - STRENGTH CONFORMANCE TO ASTM (:90. GRADE N, TYPE 1 /Oft t3REATER). • ••-` ;; • II „ • xr r � ��.} SUD E� 7/1512088 PROMMAWrAHDatSThEEAI. • i•;L EA'iC 1 44;; a : `CSJS -i57 THE i�ORWiTDOH CONTAMED EMS IIRAWhW IS THE 501E PROPE TattrO t WeraTENpss low.bt urviauaARroRrsayzy THE • -' M.111110, 4i e':.i.- -, i. WRmrHoFCVSTOxwwmWSVSrecs .s�csaoHD. .. �.r A 2OF8 MODULAR SIZIS (1TNTTW1NDOW Sum fl GI1TON) WIDTH (IN) 24 3/4 27 1/2 29 1/2 31 1/2 - 35 1/2 331/2 411/2 431/2 471/2 5112 GLASS 'la'PB A,B A.11 A,B A,B A,B A.B A,B A,B A,13 A,B 17 7/8 +60/-60 291/2 31 1/2 460/ -60 4601 -60 35 1/2 +60 -60 39 12 41 1/2 +601-60 +601-60 431/2 +60/-60 47 12 54 +60/-60 +60/-60 +60/-60 +60/-60 460/-60 +601 -60 +60 /-60 +60/ -60 460/-60 +601-60 +601-60 +60/-60 +60 /-60 +601 -60 +601 -60 +60/-60 +601-60 460 /-60 +60i -60 +601 -60 +601 -60 +60/-60 +60 /-60 460/ -60 +60/ -60 •x-60/ -60 4601 -60 +60/ -60 +60/ -60 +601 -60 460/-60 +601 -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +601 -60 +60/ -60 +60-60 +60/-60 +60/ -60 +60/ -60 +60/-60 +60%60 +60/-60 +60/-60 +60/ -60 +60/ -60 +60.60 +60/ -60 +60 /-60 +60/-60 +60/-60 4•60f -60 +60/ -60 +60/ -60 +60%60 +60/-60 +60/-60 +60/ -60 +60/ -60 +60 /-60 +60%60 X60%60 +60/ -60 +601 -60 +60-60 +60/ -60 +601 -60 • +60/ -60 +60-60 • +60/ -60 460 /-60 +60160. +601 -60 +60-60 +60/ -60 +601-60 +60/ -60 +60/-60 460/ -60 +60/-60 +60/ -60 74 A,B +60/-60 +60/-60 +60/ -60 +60 /-60 4601 -60 +60/ -60 *60/ -60 4601 -60 +60/-60 COMMODWI S1:Z1?5 (11W-11P) ' HEIGHT ON) - WU1111 (I1) GLASS TYPE 19 1/8 ' <Mir-50 513 SS 1/4 A.B +60-60 +60-60 +601 -60 +601 -60 ME A,B +60/ -60 +60 -60 +601 -60 +601 -60 IND_ +60/ -60 [ 460-60 r+691 -60 ' +60 /-60 531/8 A,B +60/-60 +601-60 +601 -60 +60/-60 751/4 A,B +60/ -60 +60( -60 +60/ -60 +60/ -60 14. OVERALL 1B' TEMPERED GLASS WW AIR SPACE SMS' LAMINATED ANNEALED OLASS 3T32. B MWNS PV81NTESI.AYER lir ANNEALEO0LAS.S GLASS TYPE B ttr - GLASS BITE •• ••• • • • • • NOTE IF SIZE MENDED IS NOT SHOWN, USE NEXT LARGER SIZE. • • WSDATED PER NEN F RC REQUIREMENTS l07/07A38 ,.2ra•. /, • A• WOW SYSTEMS TOXY Yet. 4411H AVENUE FLORIDA34474 6.- rv... - • t • 411,.• • . • I. • • i ', 141-4/P T & GLAZING - LARGE MISSILE IMPACT THE SNFOIAIATEN CON. anyr a ASS ormatrtts 6TIoSOLE oictefYOP wlrmow PEMISS.we ACUSEPR04t1C N WTEM OPtiS PROM: 1HE R... NA _ wRiiEN PE�V OF CUSTdIYVNDC.V 5Y57'C�IS, ea¢ p Px�99rrw -' - 7115/2008 CWS -157 30F8 IMPACT HOCK SPACING: MFRD UNIT EDGE TO EDGE OFHOOK. 8) A THIRD HOOK 11GENTEAED IF UN• HEART IS GREATER THAN CA ECUTAL TO SSA". 2) SASH CATCFt A) 2-116 FROM SASH CORNER 70 EDGE OF CATCH. _ ID A NODR EQUAL TTOSSS314 SASH FRAMEHOOKSARETO G,1 WITHIN VA'. IMPACT HOOK SPACING 1) HEAD HOOKS: A) 6' FROM MT EDGE TO EDGE OF HOOX. 0) INNER HOOK 6 718' FROM EDGE OF M RAIL AIL CdiEATER7HAH all ECttIAL TO 61 3/� A SASH CATCI-t A) 2. 112' FROM SASH CORNER TO EDGE OFCATCR. 91 A THIRD CATCH IS CENTERED k&& SASH IF UNIT WIDTH 13 GREATER THAN OR EQUAL TO613td, SASI1 AND FRAME HOOKS MiETO ALIGN WITHIN 114'. DETAIL C (HEAD IMPACT HOOKS) ••,- ,mot'.. i,'g•- ` .• ,i- •,,• • • • _ '• •.'..r'• R a•at • • • • • • ....v.4.4...- ...v. : • • • • •) '• \'R• r• • • • • • • • • _ f item a Ptr19 SASH CORNER FRAME CORNER 3 tor -----1 0 2 on r CONSTRUCTION MalEJMN. waral PAen R. Si a MP-. PVC. huid 3 1 fir —I -{ r ' -2 166031 Men Fr., SR WEIN, PVC. SI iii - i' fc, 200 1 cs . .I[ r .....N.— 3 449:131 Hal Fr, SH, .1193.. PM L .1b. ICC jr■'--- 1 yr kill Ili 146033 Lien Fr, SH, wilt.. Pvc, R. wecat mw. RA Fed. 9-1496 Relnf.Fxd. KR. 2 1111 r 3916 . . - ....-.4'.1 614_ 1,7S...1 ■ S, • ..w0.0MIP I il ', . . CORNER WELD (AU. SIOES) • 7 (40127 swot Wel. Ral, PVC 3 H-1497 %re. Saab 10s46. Rs3 ,......■• ,.., iv.„, ',II f.; _...--, PVC SASH MTG. RAIL-6027 . WAVIER WELD (AU. SIDES) 148028 L. h BaltamPa3, PVC SSA lei HSI 10 6-1498 Pad. 9.0.FUS.,SR Wiz. PVC FRAME FLANGE-6031 _..I - FIXED MEETING RAD. SCREwa) ToossIEH WITH 0LITERFRAIVIE la 11431304 680 RaciTo0033. Rd PVC FRAME FN-6026 12 6-1878 R2614 [rack 13 6-8016 61213cL, W4',Prd.,1-bect. la 64016 eat. 641.. 3/41".PAIL. Ved. • 0 — ' i 1 13115- ,---, 1 SAW 0 .!.;..;!...wg.. Ls II-606 4, Bd., 331%5.10, H682. . ki Mr 1 ; . _ (6 S-60,13 321. BA. 314'Sasit, Wit ., ff ' . I ".'s , 17 8-6013 Sem Adapt., w0414. RC. Wt. 1 _Laint--1 1 50, 10 640t4 Sem Adapt., pvc, ed. . f 1 1 i 1 5iir 1_41611 0 rs====s S.1576 rtUrre Cattli, lob, PVC 16 . ..!. . 1 d;, ■ . :In 1 SASH MTG. SAL-1497 ALUM. REINF. 6063-T6 ,,I 1 Mr .." .1212011 6-1556 Sash Calch. PIC ar964 PVC FIXED MTG. RAIL-6001 PVC SASH 1 TM" 0 1 WIT TOP/BTNI RAIL-6004 PVC SASH SIDE HAIL-6028 iiw 22 6-1534 Anchor Op 23 P-3334 Mier. Tardes1 24 R3783 Lack 1404CI. PVC 25 P-3784 Xpeper.erpact, PVC 26 P-3215 Weep Caver i Hap 27 p.34393 faint Hate. PAR 0 ans.-3 j 28 P-3426 WON 0.2I0 x .187 bar:MO=10W '• ea ----- ', 3n3" . " 1678 ROLLER 1:ACK SASH IMPACT ALUM. 6063-T6 ALUM. ' 1" , I 1 PVC HOOK-1658 FIXED MTG. RAIL-1499 5.8.R/S.8.R -1498 1/2* 6063-T6 ALUM. REINF. 6063-T6 ALUM. SEINE. 6063-T6 GLAZING BEAD-6016 1 W IP P-3795 -; x 2.1100*RIFf4S339 34 • 8.1112 : , . Bead 31 P-3778 61 x 0.RPH M 625 32 'P-405110 48x 1250(b Fl11lE5,1918. • 33 P-374074 SG X at Oas01,11 IBS. VOL m p.3erm sub Maya 1904 ease, .350 HO L--site- 1/18" 15110' - . SIC 1 ipri it, PVC SCREEN CATCH 6013 SS P.3631 83 r 333' SeferPO, Frain) erpael tbak • ---- P-3342 -« S 131.65504 1--- PVC SCREEN SUPPORT - 6014 37 P-3752 Cap Plug. 1/9'(• 7113' I 7 38 P-34313 Itrt IAA TrisSeal,'H'' • ANCHOR WP, P-3780 FRAME IMPACT HOOK-1577 771 6' --41 i.4- ALUM. 6063-16 (HS HEAD) - 1 I 39 R3438 Hal tdigt TillSaaL'H' 49 P3352 , BIL. 85 7:10..118' a 518* x r Lg. 41 R3730 ge-gewo evkl Cat. Label. WIC Tab. impact ASTNE ALUMINUM 6063-T6 1/16'-429/16* -al 3/6' . 1 5/I5' .......1-3t1 AlsER9.1 1....._—__r____.1 SCREW SUPPOR -3113 42 P-3611 esparary LbL ficArial 43 P4373 =UM. 6306 43 Sass, Fixed 45 Glass. Saab •• ••• • • • • 'UPDATED PER NEW FB0 REQUIREMENTS 107/07108 4,1 P4281 Spacer. CuraSeal. Heal 9)..1 1 3/4" 11/03" : . • • 47 P4S01 Spacer, raveSet4 Saab i . • • • , ' • o, . • / • • ...4.• , i • te4W4i....... • ..- • • 8 .. ,, 4'.- 1900 S.W. 4471-1 AVENUE ,,...... ; .:' OCALA FLORIDA 34474 -J. • e 48 R3218 Scree3 Ram% 14:417- I ' . 1,skoMpo, 49 P-3218 Screen Faura, Vert. S0 14•3321 &amen Rave Canter Kay FRAME IMPACT HOOK- ALUM. 606346 (HS PLAN VIEW OF ANCHOR CLIP . ••••• gi••,....,- • ... 51 P3591 Screen mak 18 x 16 .... 52 Ik3223 5410116 Seine. .165 Da. ea. 1 •-. EXORUSIONS & WM - LARGE MISSILE IMPACT • % " 53 P-39211 Semen Pul Tee - pare: ITEM 19 15 NOT USED IN 'THIS PROOUCT1 .,-,...:: - . • v • • • ;.. - ,, - • _ 4- i - a • el' ,i(0:14,044-1. -,-, -,- . ,..,ff ,. • ID. L.R , ..• 0206 0 • 7/192008 CW6-157 54 P.3233 Screen SON. SS • • -...'‘ PROPIIVIVIT AZIOCONVIZNIAL 1.7 :•-.. - THE 034361a1331011 =moan rings IIRAWING goys sate rib:verve a*: W3404+ SYSitIAS, INC. ANY REPROCLC1VN !NAAR? 08AS A 35 S-15/7 Ram/Catch. Heed PVC, I-S 56 6-14.49 Reid. SZLR.18.66. Val. -8 . FL VD 310. 82164 ,c `. , - , t I - 5 Off 5 -....A... 58 R3113 Sara; Support. R/C WARTEN PERMISSION OF CUSTOM/NIX:MI SYSTEMS. I= IS PROMPE14. 4 "t.1 • t . a . l ANCHOR #� /, • ° INSTAIJATIONANGHCR. (DAN. EDOE 06T. A 4 If jj ►�I CAULK BETWEEN BUCK '4 • ° 1 CLIP • • 4110 WOOD ANCHOR. AND OPENING BY OTHERS I- ...•.ate :c:L;,s_;. • ills i,a • + e mss. AAND MINING BY 0THE 1S e D Dig D, `P Dig • D • 17Gk I� j!_ j .' i �.., Aa ii • p . D 'D t• D • t' Dp 1 a •D * ro - ; (Mix EmBF.naDENT) 4• A f� I w . � I f f fi �• 1� s1� � A' A ' 6 2 BY WOOD BUCK V V , l) A• • • i i . i • . m •ii l ,..�_ • •A OT}IEA$ MASONRY •rte BY OTHERS � "e. EXTERIOR FURSH . �: . A 8 BY OTHERS Ile MAX SHIM + '. � 1 - ;43/:a , A . A meow mum (SEE NOTE 2830NSHT.2y a 4Op�• JAi88 • 9Y0+ISTAUFA DIM( •Op PERb�sER CAIAK PERIMETER CAULK {{1 �'" 1 j: f BY WOOD BUCK E,(1»7 RNISF! INSTALLER BY INSTALLER ;j `+ zii pYO7HEF8 BY OTHERS CH �`• (} IIORI . SECTION ANOR CUP %€LHORI ONTA.LSEOTION - a_; *91 CUP(Woar? CLIP (MASONRY) WINDOW FRAME 1NSTAaATION ANCHOR. 3/16' OIA MASONRY ANCHOFL 1 BY WOOD BUCK BY OTHERS RASH BY OTHE,RSR 1 BY WORD BUCK 9YOTHtERS itoomk n• D . • 1.. D► ' ••a •I; wk. pip *D.d- •A * •� � ' ' BY OTHERS ALTERNATE PRECAST S1U. DETAIL I EDGE O)8T4 ks5J CUP pAA30NRtl►• • ... • • • • A I EDATED PER NEW FBC REQUIREMENTS 07/07/48 INsTAUATION ANCHOR. 3116' DIA. MAS015ff ANCHOR. EXTERIOR FINISH BYOTHERS 1 yr pAN. EMSEDAIEMI a(rr NUL EDGE D1&1.4 ON. VERTICAL SECTION . ... .11 . • • • NSF/ CLIP (MASONRY) CONORETEMWS0NRY • • IS ., a .� •"• ∎ T BY OTHERS P &i T'ARY AIM 1+IAL _ • `—� <: • ? . 1NE pffORMATON 1xwTFBIEC w fins Ul WeE slue DOLEPR0PaNIY OF **OA t1, I-. , WINDOW SYSTEMS, WC. ANY liePROCIUOTIcal Di PART OR As AYRIOLE WITHOW O' v FL'FISBONP- WINDOW SYSTEMS S W, 44TTi AVENUE !x.'1A 34474 • • CATKIN ANCHOR W1CUP DEAL - LARGE MISSILE IMPACT 7/*5/2008 CWS -I57 ' SOF& DRYWALL BY CAULK BE1WEE)•BUCR OTHERS AND OFEWNG BYOTHE11_S -1 BY WOODBUC% Hl OTHEss }�--- V4' MAX SLUM I Ism NOTE 283ONBHT. 2) CAULK TINDER SCR$Y HEAD BY INSTALLER imc (MIN. EvEsED AENl) 1f4 MAX sHIM ' (SEE NOTE &SONSHT.2) CAULK UNDER SCREW HEAD BY INSTALLER CAULKOETWEEN BUCK AND OPENING BY OTHERS • LNL TALLATLON ANCHOR 3/16- DIA. MASCNRy SORE M w1i EOPRENE RAGKED WASHER THRU SCREW SUPPORT. DON. EDGE INST.) 1 BY WOOD BUCK BYOTfEM WLNOOW FRAME ME PERIMETER OAULH • A BY BUS•TAELER CAULK BETWEEN BUCK AND OPENING BY OTHERS PL WM ETER CA DD BY INSTALLER CAULK WIDER SCREW HEAD BY INSTALLER UI4J D PER NEW PEG REQUIREMENTS I 07/°7'3 BYNCHETP ASONFLY OTHERS pat E DIST.)� . •• , r; . • CC••'15�I{sw• ODWSYSIEAAS • `(900 S.W. 44TH AVENUE .•' 4c •I FLORIDA 34474 ,0 • • t . - - • '' 7 .FS•'� '' • AI•ATION INHUMANE DETAIL -LARGE F,BSSBE IMPACT -7.0, • • • •� • •.L,�, .t. ' •t_ �I ErrotdmIi•S•`• * • • ="'"m , .. 7/15/2008 CWS -157 7 OE:8 SHEATHING , BY OTHERS MEMO; FINISH OY OTHERS CAULK BEHIND P21 HY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK EIY WSTALLER PIN. EMBEDMENT] 11111=00:::000 el OTHERS iNSTALLATION ANCHOR, BUCK ".1,7_6aems. (T) WINDOW RAMS HEAD 114 MAX SHIM isse tuns 2 • 3 CIN3HT.2) VERTICAL SECTION 1.21 (WOOD) (1.■ momourat.sEarioN %A) FIN WOOD) • ID. • • • • • • • •■• ..r • • i• • • y ZS:: • I.'. V7-141 z; t?'. • r4 • • • • it. "'IP • • • * .POD PER NEW FBC REQUIREMENTS 107107/00 SYSIENS S.W. 44TH AVENUE , FLORIDA 34474 ANCROR RN DETAIL - LARGE MISSILE IMI3ADT - • ;.,7 - 41 , • SUD PP:0:1E4w= comer= T.{:: • • 3. kaki, • • WM0,0 SYMMS. 11.V.. ANY REPRODUCTON 24 PART Ofi AS A WHOLE Vg• IHE woRtmcncw cammotes tultus aft•Ven • THE =A PitcPEFiry oc&Or• 14221-alPEIV•0210N OF CUSTOW WKDOW 31•78.s• •M.13 PITCH2trOk.". Ar . NTS V. J.• 1 WI: CWS-157 8 OF 8 MIAMWADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other are when; allowedbp the Authority Having Jurisdiction (AHJ). • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Colin : f'4oduct Cantz�31 • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Count3i1! s' ve the rigHt to • have this product or material tested for quality assurance purposes. If this product or m.ateAriai't to pe in • • the accepted manner, the manufacturer will incur the expense of such testing, and the A .may imrriediatel • • revoke, modify, or suspend the use of such product or material within their jurisdiction. BQI A reserves !1e •iig it to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divisipu t 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 Florrla Bdilding Code, • • including the High Velocity Hurricane Zone. • DESCRIPTION: Aluminum Outswing Entrance Door -LMI APPROVAL DOCUMENT: Drawing No. W04.01, titled "Aluminum Outswing Entrance Door", sheets I through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Viqar, P.E., bearing the Miami Dade County Product control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 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 & revises NOA No. 08- 0507.10 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. • The submitted documentation was reviewed by Ishaq Y. Chanda, P.E. • - IADE COUNr1 PPR04ED1ta `'' NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 Page 1 Eu otech industries. Int. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0507.10) I . Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1 tluough 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar P.E. B. TESTS (transferred from file # 08-0507.10) 1. Test reports on 1) Mr Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 • • • •' • 3) Water Resistance Test perFBC, TAS 202 -94 • •'. •••• • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 • • •' • • • 5) Large Missile Impact Test per FBC, TAS 201 -94 • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 •••• • • along with installation diagram of aluminum outswing door, prepared by Hurricane Engineeringivti g Inc.,;I�dst Rtport No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all.dated 03/15/08, signed and sealed Colo Pont, P.E. • • 2. Test reports on 1) Air Infiltration • Test, per FBC, TAS 202 -94 • .' ..' • .• • sip • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20.94 • • • • • 3) Water Resistance Test per FBC, TAS 202 -94 • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 ' : • • „, ' • • • 5) Large Missile Impact Test per FBC, TAS 201 -94 • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 20394 • along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HET.I 03 -1882, 08 -1889, 08 -18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) - 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 04/28/08 and Last revised on 06 -02-09, signed and sealed by Arshad Vigar, P.E. 2. Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE - 1. Miami Dade Bulding Code Compliance Office (BCCO). E. MATERIAL CERTIFICAATIONS • 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "E.l. DuPont DeNemours" for "DuPont Butacite PVB" dated 02/15/01, expiring on 12/11/10, F. STATEMENTS • 1. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and sealed by Arshad Vigar, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTIiER 1. This renews & revises NOA # 08- 0507.10, expiring June 10, 2009. 2. Test proposal # 07 -3527 approved by BCCO. E -1 1eytyti i. L�AK�a ishaq L Chanda, P.E. Product Control Examiner NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date; June 24, 2009 5" MAX. HEADHEAD/SI.L CORNERS 42" FRAME WIDTH 13' MAX. HEADD/ /SIL "l • / 11 ACTIVE DOOR HINGES SEE SHEET 2 FOR QUANTYDES & CAPACITY .ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF COORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WTDu SIDELHES USING MIAMI -DADS COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MUWON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELDE OR MULLION APPROVAL WILL APPLY TO ENTIRE Sn1tM. 31 3/4' 0.1- CPO 39 T/8' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUWE.MENTS OF THE FLORIDA mum CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TD TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 9 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNTIED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORDA BLDG. CODE SECTION 2003.8.4. LEAF WIDTH (2) A1701- ANCHORS AT 3" 0 -C. AT MTG. STILE ENDS REQ. FOR WOOD OR WOOD 911CH INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR OUANTQIES & CAPACITY SURFACE APPLIED FALSE MUNTINS MAY BE USED SEE SEPARATE NOA FOR SIDEUTE RASING AND 007911.5 MAIM -DADE OCUNIY APPROVED MULLION SEE SEPARATE NOA 75 3/4' 5' MAX. HEAD /SILL CORNERS 0 26' D.L. OPT. 35 3/8" LEAF WIDTH D.L OPT. 36 3/8" LEAF VADTH •• ••• • • • • • •• • • • • • •• • SHUTTERS ARE NOT REQUIRED. LARGE & $tRE•I�PA�.• "Gppl, • • I • CAN % PRODUCT RENEWED BTdtW48Qm�• p 5t4 Sul � OAa DIHMaa ••• ••• • • Y., • • • • • • ` • . • • • • • • cNi�� • • • • • • • 1 • • •• •• • •• • • • • • ••• • •• . 5 S `rt dr9clny fro. Woo --a1 (sheet 1 of 5 ••• • • • • ••• • • • • • • • • • • • • • ••• '• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 t ' DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR 512E GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) INN. %y AS RE00. 100.0 •-)() -'" "a kJ 5/8 __aaL:� 040.0 2/6 7/0 75.0 89.0 3/0 7/0 75 -0 85.0 3/6 7/0 79.0 89.0 2/6 - 79.0 65.0 3/0 8/0 75.0 898 3/8 8/0 75.0 83.0 00085 APPR08E0 FOR INSTALLATIONS WHERE WATER INFITRATI N RESISTANCE 1S REQUIRED. JOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACME LOCK SOLE 38' FROM 6011011. KEY OPERATED ON EXTERIOR AND THUMB TURN 014 INTERIOR STRIKE PLATE 1 -1/4' X 1/4" X 16 -1/4' LONG ATTACHED WITH (2) $8 21 3/4" SM5 BINGES SINGLE DOORS; 110- 1iA68$0 COMB H940 EXTRUDED ALMNUM BRWOE 2 or 'CIESSE' (5) PER LEAF AT 6'. 12'. 33". 83 -1/2' AND 92 -1/2' FROM TOP OF DOOR DESIGN LOAD CAPALT'FY - PSF SINGLE (X) DOORS DOOR SI26 OEMS TYPE 'B' VENN HEIGHT EXT. ( +) INT. ( -) 2/6 AS RE00. 100.0 140.0 3/0 5/8 100.0 040.0 3/3 7/0 160.0 140.0 2/6 1/ LEAF 100.0 140.0 3/0 7/0 100.0 140.0 3/3 79.0 100.0 040.0 2/6 04STAL1A710N8 WHERE WATER INFILTRATION 100.0 140.0 3/0 8/0 _ IOO.D 140.0 3/3 - 100.0 140.0 DOORS APPROVED FOR OSTAU.7IONS WROTE WATER O4F8.100014 RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FL098 801.15 AT TOP AND BOTTOM OF ACTNE LEAF PART 02181 81760050 WIH (4) 410 X 1 -1/2' ELMS. 3 PONT LOCK 5TSTEM AT ACNE 19CK SOLE 38' FROM 601108. KEY OPERATED OM EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4' X 1/4' X 16 -1/4' LONG ATTACHED 07174 (2) 46 X 3/4' 5515 BINGES SINGLE. DOORS; TWO -HANDED COMB 0470 EXTRUDED ALUMINUM BRIDGE 2 BY 'OOSSE' (7) PER LEAF AT 7/0 AHD 8/0 DOORS AT 3', 9' AHD 26 -3/8' FROM 'TOP AND BOTTOM. ONE AT ROWAN • (8) PER LEAF AT 8/8 DOORS AT 3', 9' AND 28 -3/8' FROM TOP AND 8015011 DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS 0008 SIZE CLASS TYPE 'A' OR '8' WIDTH HEIGHT EXT. (4) NT. ( -) 5/0 AS RE00. 738 75.0 6/4 8/8 75.0 75.0 5/0 7/0 75.0 75.0 6/4 1/ LEAF 75.0 75.0 5/0 8/0 75.0 75 .0 79.0 79.0 6/4 S Loos SHOWN ABOVE ARE FOR 04STAL1A710N8 WHERE WATER INFILTRATION RES65ANCE 'IS NOT REWIRED. MR SRER.0R( +) LOADS TO 48 994 FOR INSTALLATIONS WHERE WATER INFILTRATION RES151ALCE LS REQUIRED. 11551 1 PART $ 72Q5. DESCRIPTION MATERIAL MANE. /SUPPIINR /REH7RBS 1 ER005 AS RE00. DOOR FRAME 6083 -76 - 2 05012 AS RE00. DOOR 1-EAF 8063 -18 - 3 1111566 1/ LEAF 0008 BASE BOARD 6083 -78 - 4 1ry -1483 I/ 0008 FRAME SIC. 8083 -76 - S - 1/ 0008 S8L BASE 6063 -18 - 6 Y2 -1400 AS RECD. 4718 7.4. STILE 6083 -58 - 7 Y2 -0935 4/ LEAF GLAZING BEAD 0083 -76 - 8 2801 AS REDD. 0180040 065X55 VINYL - 10 1001/50 1/ CORNER CORNER KEY ALUABPNM MNVBCELLO 01 00600X 4/ LEAF METES ALuLTINUM OIESSE 12 $10 X 3/8' 4/ HINGE HOME INSTN.UAT10N SCREWS - PH 00808041: SCRUM 13 - AS REDD. BULB W'5185PINC - - 14 410 Y 2' AS REDD. A5SEYBLY SCREWS - HIT SELF 0R LLOO 15 $12 X 1 -1/4 - FINALE ASSEMBLY SCREWS - SMS LOCKS DOUBLE DOORS; ACTIVE LEAF; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT 701' AND BOTTOM OF ACTIVE LEAF PART 402181 ATTACHED WITH (4) BB x 1 -1/2" 8515. 3 FONT LOCI SY51EM AT ACTIVE LOCK STILE 38' FROLI BOTTOM. KEY OPERATED ON EXTERIOR AND 7481'8 TURN ON 0475[808. INACTIVE 1 EAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP ARO BOTTOM OF IRACOVE LEAF 4AR1 402188 ATTACHED writ 14) $e X 1.1/2" sets. FUNGES DOUBLE DOORS; TWO - 1884050 00048 HNG EXTRUDED ALUMINUM BRIDGE 2 BY 'CIE555' (9) PER LEAF AT 8'. 12 ". 35", 63 -1/2" AHD 62 -1/2" FROM 105 OF DOOR NOTE TOP A142 0017011 FLUSH 50575 MUST BE ENGAGED DIMING PERIODS OF HURRICANE .WARNING. 3/16" HEAT STREN'0 GLASS .090" 181555AYER BUTACITE P10 BY 'DUPONT 3/18' HEAT STREIYO mass 3/16' HEAT 578504'44 01450 .100' WIERIAyER SENIRYGNS ALI5 8Y 'DOPONY 3/15" NEAT STREN'S GLASS SILICONE • GE SCS 2800 511.0 1ZE 11 551CONE GE SCS 2800 $gGIAZE 0 GLASS TYPE 1090UL'f1•Im®1068 Staathgeam B7 wrt4s_ F�1 LASS TYPE 'B' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 51300 -02/04 (3 SEC. GUSTS) FLOIDA BUILDING COMMISSION • e A RY !uf TEE „• S -GEC -299 • • •• • • • • • • •• • • • • ••• • •• ••• 601 • 1 •• •• FI.A. PE 38383 0.4.7. 39 ••• ••• • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • Ju L,o 2'2aas•6 : A • •• • oa it 0 5 8 1 1 d -511 drowing 170. W04-01 sheet 2of , • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING d SEE SEPARATE NOA FOR TRAN ,�`- _�,9y� RATING AND IbETAAS f °N y d 4 • - 4r" 4 11 1 �I © 11 II 118 x1/2° SMs 3' FROM ENDS AND 10" O.C. MAX. (4) #12 X 1" SITS AT 2" O.C. MAX. AT CENTER OF SII.1. RECD. AT )DOUBLE (XX) COORS ONLY I d ct TYPICAL ANCHORS SEE ELEV. FOR SPAcNS WAW -DADE COUNTY SEE SEPARATE NO0. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECN MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE ELEV. F014 SPACING 'u =177 551. Fyo155 55!) to WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO W000 THRU 18Y BUCKS INTO CONC. OR MASONRY MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY 1 /4' DIA. TEKS /DRIL -FLEX SFLF DRILLING SCREW (GRADE 5 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS If INTO METAL STRUCTURES STEEL : 1 /B' TFIR. MIN. (Fy = 36 K51 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WTTH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE 015TANCE INTO CONCRETE AND. MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 1' MIN.' INTO METAL STRUCTURE - 3/4' MIN. CONCRETE re - 3000 PSI MAV. C-00 HOLLOW/FILLED BLOCK rm.= 2000 PSI MIN. SEALANTS; ••ALL FRAMSA)4D hEAF•CORNE�.S iND • JOINTS SEALED WITH • • •• • • AOSEL•OR 1,ENNA•30729 eSEA7AN16. • • ••• • • • • •• ••• •• • on •• P.A. ! ••• ••• • • • • a • • • • • • • •• •• • • • ••4 •• .R1® 0 • •, • • • • • 21CM i • • 4 • • • a O 0 1c � 1 drawing no. W04 -01 (sheet 3 of 5 ) ••• • • • • • • • • a • • • • •• •• ••• • • • • • • ••• • • • •• ••• • • • • • • • • • • • • • •• •• 1/4• TYPICAL ANCHORS SEE FOR SPACING . 1 /a• Max. SHM SPACE (2) la 9115 METAL STRUCTURE ACTIVE LEAF IN- ACTIVE LEAF 0 1- ei iii e rr EXTERIOR D.L OPG. LEAF WIDTH MIAMI-DAVE COUNTY APPROVED MULLION SEE SEPARATE NDA SEE SEPARATE NOA lit FOR =ELBE R RATING AND DETAILS q h 4- I �= - ±o49L ,..3V"sr. III -E SINGLE DOOR O TYPICAL ANCHORS FOR SEE SPPAACING PRODUCT RENEWIM as se0N4ASSelth On Narks 9 o3lo.oS- c/y cwT 1/4 Max. RIYMAS SHIM NM IN- ACTIVE LEAF 0 ei EXTERIOR D L OPG, • LEAF WIDTH FRAME WIDTH DOUBLE DOOR D.LO. as x 3/4• LEAF 1RDTIL •• ••• • • • • • •• • • • •• • CAN. SS • •'•RSI>rD ••• •.. •• • • • • • • 1 • • • • • • • • • j�}p: 24 ► i • •• •• • •• '• • • • ••• • •. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • drawing no W04-01 (sheet 4or 5 J • 1.815 DOOR FRAME 2.819 FRAME TOP CORNER 2.047 DOOR LEAF 3.937 DOOR BASE BOARD 1.417 .571 �I- 1.7721 1.L FRAME SILL SILL BASE LEAF CORNERS ASTRAGAL STILE FRAME_80TLOM CORNER +Kfb the PFp Ik4 .„ •• ••• • • • • • •• • • • • • •• • • • • ••• • •• ••• • •• �. •vul PIA PE CAN. X56 1.016 • • ••• 1.201 GLAZING BEAD • • ••• • •• • •._„' • • • • • • • • • • ' • • • • • • • Jul ,p 2009 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••' •• • • • •• •• ••• • • • ••• • • e t