The URL can be used to link to this page

WS-09-1967 A x. ry Miami Shores village 10050 N.E. 2nd Avenue �� a Miami Shores, FL 331384000 `,°"" Phone: (305)795 -2204 Expiration: n $9 0 Y, *1 Project Address Parcel Number Applicant 41 109 Street 1121360030290 Miami Shores, FL 33168 -4314 Block: Lot: VIVIANE SANCHEZ Owner Information Address Phone Cell VIVIANE SANCHEZ 41 109 Street MIAMI SHORES FL 33168 - Contractor(s) Phone Cell Phone $32,000.00 FLORIDA HOME IMPROVEMENT (954)792 -4415 Valuation: Total Sq Feet: 0 Type of Work: WINDOWS & DOORS For Inspections please call: No of Openings: 22 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $19.20 WS-11 -09-36518 $ 389.20 $ 50.00 Education Surcharge $6.40 "a ................ .3 Permit Fee $320 WS-11 -09-36518 $ 389.20 $ 389.20 $ 0.00 Scanning Fee $18.00 Check #: 3548 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $25.60 Total: $389.20 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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated December 03, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy December 03, 2009 1 Miami Shores Village u �' Building Department tiod 3 u Z oos �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No.V �9� 5 PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle). Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) \)'% V\ Z PC Cn . S z Phone # Owner's Address 'A l l cg sn City S State Zip 3 L40 TenantlLessee Name Phone # Job Address (where the work is being done) 1 oc.y %b . ST City Miami Shores Village County Miami -Dade Zip 33 4 (o$ Is Building Historically Designated YES NO Contractor's Company Name *pj ,4 J, -Ae MV @ �� Phone # �iS`hal2 -4 1 1 5 � L ys Contractor's Address '7 S W -jam Cam- Q City )�Pkk � W pQCD State *A-- Zi 17Z_ Qualifier 0-" 4409.& Architect/Engineer's Name (if applicable bQNtJc,Y OLO Phone # 9S6 Ic. kA 0 k0U 0 $ Value of Work For this Permit 31(D\ ;r Square Footage Of Work: Type of Work: / ❑ ❑Alteration EINew �Repair/Replace El Demolition Describe Work: [ 1�w t (-e i g I yi ® L. cl f q,on Submittal Fee $ ' V0 Permit Fee $ lJ CCF $ / Notary $ '— Training/Education Fee $ (Q ' Technology Fee $ S J ( ' y Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ lJ 2 ( (Continued on opposite side) Y Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City S 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 commencement and construction lien law brochure will be delivered to the person whose property is subject to attach t Also, erti6ed copy of the recorded notice of commencement must be posted at the job site for the first inspection ich c s s en (7 af after the building permit is issued In the absence of such posted notice, the inspection will no r ve an a rei pec on ee will be charged Si Signature er t Contractor The foregoing instrum t was kn wledged before me this The foregoing instrument was acknowledged before me this day of W 20 Q% by %\A We S a✓r� �- day of 20D by WCe (�t9 � • �� , who is personally known to me or who has produced who is personally known to me or who has produced A id tification and who did tak as id fication and who did take an o NOTARY PUBLIC: �p►� p'i�2 OTARY PUBLIC: � tn Si gn: S Sign: �@4`� ta3. CaB Print: �Pb .0 0'�p� e�� rw Print: s My Commission Expires : "`' �� My Commission (Certificate of Competency Holder) tao+ State Certificate or Registration No. Ck10 W I S - I Certificate of Competency No. APPLICATION APPROVED BY: Z�J ' Plans Examiner Engineer Zoning Chc 10/14/03 Property Information Map Page 1 of 1 S My Home Miami -Dade County, Florida i Property Information Map s y Summary Details: �5 a � � Folio No.: 11-2136!!003-029 " Pro 1 NW 109 ST Mailing VIVIANE G SANCHEZ Address: 1 NW 109 ST MIAMI SHORES FL 133 168- Property Information: j� 0800 SINGLE FAMILY s" Primary Zone: RESIDENCE �o y LUC: 001 RESIDENTIAL- " INGLE FAMILY r sBaths: 2 �'a � Floors: 4 a Livin Units: 1 Foote e: 1,849 of Size: ,150 SQ FT Built: 1940 MIAMI SHORES EXT PB LOT 29 BLK 219 Legal LOT SIZE 75.000 X 122 y 2 R 18222 -0733 07981 Description: w� � OC 26261 -1423 02 �' y 008 3 OR 26935-0093 0901 Assessment Information: ear 2009 2008 nd Value: $105448 215,690 Buildin Value: $136,603 144,737 lue: $242 Digital Orthophotography - 2007 " 0 112 ft Market Va 051 360 42 esse Value: 24 d 2 051 360,427 This map was created on 11/11/2009 8:05:22 AM for reference purposes only. Taxable Value Information: Web Site © 2002 Miami -Dade County. All rights reserved. ear: 2009 2008 Applied Applied axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: R ionai: $0/$242,0611$0/$360,427 Coun $0/$242,051 $0/$360,427 i $0/$242,0511$0/$360,427 " chooi Board: $0/$242,0511$0/$ 0,427 Sale Information: ale Date: 2009 ale Amount: 258,000 ale O/R: 93 93 ales ales qualified as a result ualification f examination of the Descri tion: eed View Additional Sales http: / /gisims2 .miamidade.gov /myhome/printmap. asp? mapurl = http: / /gisims2.miamidade.g... 11/11/2009 111lIiI 1�1lI IIII! 111111111111111111111111 IIII NOTICE OF COMMENCEMENT O Bk27102 Ps 080 6s `� A REC= 0 COPY MW BE POSTED ON THE .106 SITE AT TINS OF FMST UW== RECORDED 12/03/200$ 10 HARVEY RUVINr CLERK OF COURT PERMIT NO. t__ 1 9 64 TAX FOLIO flIAMI-DADE COUNTYr FLORIDA LAST PAGE STATE OF FLORIDA: a ; 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 Space above reserved for use of noaordtug ofte 1. Legal description of pro p a _ rty and street /address: Ve5 10� Z �l�' at� � 1 uw 1o�►�T �ZR�� '�i 33►to 2. Description of improvement: ' +n OD W S %r 'r•3® c% f S 3.Owner(s) name and address: S t u� Interest In property: AV Name and address of fee simple titleholder: 4. Contractor's name, address and phone number o a ome- Improvement Associ 4070 SW 30th Avenue, Hollywood, Florida 333 (954) 792-4415 6. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone numbs Amount of bond $ STAaE Or' FLORIDA, COLSN OF DADS 6. Lender's name and address: 9 Y ��fi ciwa4 . 7. Persons within the State of Florida desi nated b Owner u hh _ other m be 0 1d ` Gro ti Section 713.13(1)(a)7., Florida Statutes, on ,i:,G ,, a Name, address and phone number. 8. In addition to himself, Owners designates the followi� n 713.13(1)(b), Florida Statutes. B Name, address and phone number. g. Expiration date of this Notice of Commencement: (the exp7atlon date is 1 Yeofftm the date of recadho unless a difretr d date 1. specifladl WARNING TO OWNER: ANY PAYMENTS MAO Y THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER C R71 ART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR A N E OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. OU I TO FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECO YO R OTi CO M ENT. Signa s) of er(s) or ' A Officer/Director/Partner/Manager Dy BY Print Name Print Name Title/Office TMe/Offrce b STATE OF FLO DA COUNTY OF MIAMI -DADE The 1 pregRing instrument was knowiedged before me this — ce4 - day of y S �UJ 1r01vidually, or U as for LJOPersonaliy known, or ❑ produced the following type of Identification: Signature of Notary Public: Print Name: VERIFICATIO (SEAL) M A S ��pt'l S_ Under penaities of Id I 1 e read the foregoing and that the I it e, of my knowledge and belief. ass Signatu sj of s) or s)'s rized Officer/Director/Partner/Mana s fined above: By By r 123.07.64 FMAE3 11 03/0212009 - 5:01 m troyb FAO3 Elements\10 Looding\11 Calculators\ASCE 7- 05LFLB - ASCE 7-02 Pressure Charts (0.60).dwg 2007 LORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH I MRH =Q , 6o' ON W-0.85 DE - LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C S E NOTES • • • • R f A • : SSURES I 2� TRI EOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE: FOR ALT Kd • E88 R 4 Mean DESIGN P _ SSURES SF) - Zone 5 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS • Ft Roof T Area Ft DEFINED AS THE CRITICAL CONDITION,OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 4letght 35 40 45 50 Height 10 15 j 20 25 30 1 35 1 45 50 2. FOR SITUATIONS-THAT REQUIRE Kd i- 14,TABLE VALUES ARE UNDER - DESIGNED BY A .3 =#7:8 •47 46.6 482 -45 9. 455 0 -15 ft 2 59'8 -58'0 •58'7 55'8 54.6 53.8 "53.1 52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMEMS 1 LOCAL MUNICIPALITY PRIOR TO TABLE USE. h 4 +q3 2 :7 +423 +41.9; ,+41:8 +46.5 +452 +43.1 +42.7 2 +41 9 +41.8 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° 51.1 9 48. T 3 48,8 48.5 +T82 83.1 50.6 58.8 57.5 58 3 55.4 54.8 53.9 532 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. U. 4489 ^ 433 +428 +425 +422 16ft X71 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.5 +422 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT 5 . j19. •4$ 4 48.0 7.7. 47.3 -64.6 - 62.1 -60.3 -58.9 57.8 56.8 55.9 -562 54.5 CANNOT BE IDENTIFIED, USETHE PEAK ROOF HEIGHT. iii +48 3 +4 . 1 +q4.3 +43,g +43.6 +432 18 ft +48.3 +47.0 +48.1 +45.4 +44 8 +44.3 +43.9 +43.8 +432 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. ft 53.5 52 3 r 4 5 .49.1 '-48.7 . - 48.4 20 ft 56.1 -63.5 51.6 -602 59.0 58.1 572 56.4 55.8 7, CALCULATE THE TRIBUTARY AREA'OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR • • • +48. - .i .1 +464 445E +45.3 +44.9 +44.5 +442 +49.4 +48,1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS 54. 51.6 %.4 50.5 50.1 -49.7 49.4 57.4 -&1.8 -62.9 51A 502 592 -58.4 -57.6 58.9 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT Z / 3). USE THE AREA BETWEEN STRUCTURAL •12 ft 22 ft OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +50.4 +49.0 +48.1 +47R 4.468 +483 +458 +45.4 +45.1 +50.4 +49.0 +48,1 +47.4 +48.8 +48.3 +458 +45.4 +45.1 AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL 55.6 .3 52,6 -52.0 -51.5 51.0 50.6 -50.3 -68.7 56.0 54.1 - 62.6 -61A -60.3 -59.4 -58.7 -58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER 24 ft .x +48.9 +46.0 +482 +47.8 +47.1 +46.7 +46.3 +45.9 24 ft +51.3 +49,9 +49.0 +482 +47.6 +47.1 +46,7 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 56.6 52 5 542 53.5 52.9 52 3 51.8 51.5 -51.1 89.8 87.1 55.1 63.8 62.4 61.4 80.4 59 8 5Q9 8 IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER ft + 522 +50.8 +49.8 +49.1 +48A +47.9 +47.5 +47.1 +46.7 28 ft +522 +50.8 +49.8 +48.1 +48,4 +47.9 4 474'' +47,1 +46,7 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 57.5 56.1 55.1 54.3 53.7 532 52.7 52.3 -51.9 -70.9 - 682 - 662 -64.6 : -63.4 X82.3 - 61.4 50.6 -59.8 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 28 ft +53.0 +51.6 +50.6 +49.8 +49.2 +48 7 +482 +47.8 +47.4 28 ft +53.0 +51.6 +50.6 +49.81 1 {48,7 +48.2 +47.8 1 +47,4 MUNICIPALITY IN ACCORDANCE WITH CODE. 58.3 56.9 55.8 55.1 54.5 53.9 53.5 53.1 -52.7 -72.0 592 57.1 -65:6 -64.3 532 -62 -61.5 50.7 30 ft 30 it GENERAL NOTES- +53.8 +62.31 +51.3 +50.6 +49.9 +49.4 +48,8 +48.5 +48.1 +53.8 +62.3 +51.3 + 50.8. +49.8 +494 +48:9 +48.5 +48.1 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY 59,1 57.7 -58.7 - 55.8 552 - 54.7 542 - 53.8 53.4 -73.0 -70.1 -68.1 -66.5 .852 -64,1 -83.1 52.3 51.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L- BENNARDO, P.E. 32 ft +54.5 +53.1 +52.0 +51.3 +50.8 +50.1 +49.6 +492 +48.8 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +60.1 +48.6 +492 +48.8 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 59.9 58.4 57A 58.8 55.8 55.4 54.9 - 54.5 54.1 -73.9 -71.0 -68.9 57.3 58.0 64.9 -64.0 53.1 -62,4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER 34 ft +552 +63.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 34 ft +552 +63.7 +52,7 +51.9 +51.3 +50.7 +50,2 +49.8 +49.4 COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE 50.6 %.1 58.1 57.3 56.6 58.1 %.6 55.1 54.8 -74.8 -71.9 - 88.8 88.1 ` 58.8 - 85.7 -64.7 53.9 -63.1 VALUE USE IS OFFERED HEREIN. ft +55.8 +54,4 +53,3 +52.5 +51.9 +51.3 +50.8 +50,4 +50.0 ft +55.9 +64.4 +53,3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED - 61.3 59.8 58.7 57.9 57.3 56.7 562 -55.8 -55.4 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 55.5 54.6 53,8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER 38 ft 38 ft APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.8 +58.5 +55.0 +54,0 +53,1 +52.5 +51.9 +51.4 +51.0 +50.8 VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 62.0 -60.5 -59.4 - 58.6 .67.9 57.3 56.8 56.4 56.0 - 76.5 73.5 -71.3 59.7 58.3 - 672 562 55.3 -64.5 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II 40ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5:. +52.0 +51.5 +51.4 � +57.1 +65.6 +54.5 +53,7 +53,0 +52.5 +52.0 +51.5 +51.1 (GENERAL RESIDENTIAL St COMMERCIALCONSTRUCTION) USING AN IMPORTANCE FACTOR 42 ft 52.6 - 61.1 50.0 592 -58.5 -57.9 574 -57.0 56.6 42 ft -77.3 -742 -72.1 -70A -69.0 57.9 56,9 -66,0 -652 I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR +57.7 +562 +55.1 +54.3 +53.6 +53;01, +525 +52.1 +51,7 1 +57.7 1 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. -632 51.7 - 60.6 59.7 59.1 58.5 58.0 >57.5 . -ST A: -78.0 -75.0 -72.8 -71.1 - 68.7 -68.6 - 67.5 -66.6 -65.8 VERIFY USE OF Kd =0,85 (DIRECTIONALITY- FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ 44 ft +58.3 +56.7 +55.7 +54.8 +54.1 +59.5 +53.0 +52.6 X522 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +622 = HIGH VELOCITY HURRICANE ZONE. TAB ARE FOR WALLS AND VERTICAL SURFACES ONLY. 83.8 -62.3 512 50.3 59.6 -58:0 58.5 -58.1 ' 47.7 78.8 -75.7 -73Z -71.8 - 70.4 592 682 57 3 66.5 5. ADHERE TO ALL;!LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR'.THE INTEGRITY OF THE HOST STRUCTURE. ft +58.8 +57.3 +562 +55.3 +54.6 +54,0 +53.5 +531 * ft +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 7. EXCEPT AS EXPRESSLY PROVIDr:O HEREIN, NO ADDITIONAL CERTIFICATIONS OR ft - 64.4 52.8 51.7 50.8 -60.1 -59.6 59.0 58.6 58.2 ft -79.5 -76.3 -74.1 -724 -71.0 59.8 -66.8 57.9 57.1 AFFIRMATIONS ARE INTENDED. +59.4 +57.8 +56.7 +55.8 +55.1 '+54:5 +54.0 +53.6 ,'+53:1 +58.4 +578 +58.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 a= 10% OF LEAST HORIZONTAL DIMENSION OR 401% OF -MRH4NTALH K ROOF soft 54.9 53.4 522 51,4 50.7 -60.1 59.5 59 t „; 58.7 5011 -802 -77.0 -74,8 -73.0 -71.6 70.4 59.4 58.5 57.6 WHICHEVER IS SMALLER, BUT NOT LESS THAN 4°A OF LEAST HT +58.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 464 0 .. +53:8 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTIOMEAN 52 ft 55'5 53.9 .62.8 -61.9 512 50.6 - 60.0 59.8 592 ft -80.8 -77.6 -75.4 -73,6 -722 71.0 .69.9 59.0 .682 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQROOF +80.4 +58.8 +57.6 +56.8 +58.1 +55.4 +54.9 +54.5 +54.0 +60.4 +56.8 +57.6 +56.8 +56.1 +55.4 +54.8 +54.5 +54.0 a a HEIGHT 56.0 -64A -83.3 -62A 51.7 51.0 50Z -80.1 59.8 -81.5 -78.3 76.0 -742 -72.8 -71.6 - 70.5 59.6 -68.7 1 F � 54 ft +60.8 +592 +58.1 +572 +56.5 +55.8 +55.4 +54.9 +54.5 ft +60.8 +592 +58.1 +572 +58.5 +55.9 +55.4 +54.9 +54.5 Soft 58.5 54.9 53,7 52.9 -62.1 -61.6 51,0 -80.5 -60.1 56 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -89.Jr J +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 +61.3 +59.7 +58.5 +57,7 +56.8 +56.3 +55.8 +55 3 +54.8 / - 67.6 -65.8 -64.7 -63.8 53.0 -62A 51.9 -61A - 61.0 -83.3 -80.0 -77.7 -75.9 -74A -732 -72.1 -71.1 -70.3 80 ft +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 ft +622 +60.8 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 ELEVATION WALL ZONE FIGURES �� C ' U*) 8 wrrl s 131h" FLB� M 8106 ENGINEERING m m REVISE FOR 07FBC TSB FLB 02/23,Og 2007 FLORIDA BUILDING CODE EXPRESS® ir ° w ° N " ASCE 7 -05 MRH = 0 - 60 FT $r n C DESIGN LOADS FOR 160 SW 12th AVENUE, #106 �m a Ln r - - COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 fA 0 ° THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, 1--� p � RE AND SHALL NOT BE REPRODUCED QV WHOLE OR PART PH: (954) 354 -0660 FAX: (954) 354 -0443 .. - WITHOUT WRTITEN CONSENT OF FRANK L BENNARDO WWW.ENGEXP.COM " ALTERATIONS, ADDRIONS, HIGHUGHTWG, OR OTHER O d MARKINGS TO THIS DOCUMENT ME NOT PERMITTED AND CEttTOFAUTHU9eas Z m INVALIDATE OUR C N H i #stores -imgar xa v+Frrxa xst MEASURING TECH MEASURE DATE �a.sscae<a��s CUSTD.ME A1AME , : -i LEAi) A4tl111BER , ` TYPE.OF PROPER ROL3FHEEGHT FLOOR NUMBER, - TOTAL FLOORS l jo�hG�teg �}1 G 99 E}avyc Pi t i - -- - Y� _E i i 44,'1858. v Z .. • - -- — ��l•S :'J� 1 49li �tt �otwZ 1 • ..— — - - – _ 'S t 361 oc�4 _ ic�ob�t 3 W Y., BM Home ( Log In User Registration { Hot Topics submit Surcharge Stats & Fads Publications FBCC Staff BCS Ste Map j Links Search Product Approval USER: Public User 8tH Product Approval Menu > Product or Am k:atbn Search > ArmHcatbn List > AppBCabon DetaH FL # rRevislon 3 -R4 Application Type Code Version Application Status ed Comments Archived r, Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael La Fevre ## Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph @cws.cc Category WindDHung Subcategory Singl Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2- 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 12/31/2010 Validated By Steven M. Urich, PE 2 " Validation Checklist - Hardcopy Received • • • 4Vc:tepf Mp&Wence FL5823 R4 COI 510484A (Eval Rep SH -8100 Impact).odf Referenced Standard and Year (of Standard) Standard Year • • • • • • • • • • • • • AAMA /101/I.S.2 -97 1997 • • • . • • • o o AAMA/101 /I.S.2/A440 -05 2005 • • • • • •• • • • +: ASTM E1886 -02 2002 + • o 00 • o • ASTM E1996 -02 2002 of3 •:• V •: ••• •:• :' •: 7!15/2009 9:19 AM ' t PA/TAS 201/202/203 1994 A' Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS -155A (SH -8100 Impact).pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf Impact Resistant: Yes FL5823 R4 II Mikron NOA 06 -1220 01.pdf . Design Pressure: +75/ -75 Verified By: Roberto Lomas 62514 Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eva[ Rep SH -8100 Impact).pdf Created by Independent Third Party: Yes 5823. SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) im' of Use Installation Instructions pproved for use in HVHZ: Yes FL5823 R4 II CWS -155A (SH -8100 Impact).pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.rxif Impact Resistant: Yes FL5823 R4 II Mikron NOA 06 -1220 01.pdf Design Pressure: +67.5/ -67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).pdf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5823 R4 II CWS -369 (SH -8100 Impact 52x72 100 Approved for use outside HVHZ: Yes DP). Impact Resistant: Yes FL5823 R4 II DuPont SGP NOA 07= 1116- 04.pdf Design Pressure: +100/ -100 FL5823 R4 H Mikron NOA 06 -1220 01.pdf Other: Large Missile, 52" x 72 ", +/- 100 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP 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. • • • • • Lilrrt�sb� U�4ei • • • Installation Instructions &ppsovel4fasu9a in HVHZ: Yes FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).pdf • •• A0p1:v$d184use Wtside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf • • • of: 3mpadt RdkI*aM Yes FL5823 R4 II DuPont SGP NOA 07- 1116 -04 pdf Design Pressure: +67.5/ -67.5 FL5823 R4 II Mikron NOA 06 -1220 01.pdf Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. Verified By: Roberto Lomas 62514 • • • • 00: • • • • • • Created by Independent Third Party: Yes • • • • • • • Evaluation Rep • • i : • 0 00 • • • FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact • • • • • • • •• a• • • • • • • • • 52x96).pdf Created by Independent Third Party: Yes • • • • • • • • • • of 3 • " ' • ' • • • • • • 7/15/2009 9:19 AM Back DCA Adminktratbn Department of Community Afl`abs Fbrkra Bu&mm Code Online ' Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 0 2000 -2005 The State of Fbrba. AU rights reserved. Copy!Ight and DkClalmer Product Approval Accepts. 00 00 ae a.rr � •• ••• •• • • • •• •• • • ••• ••• ••• • • • •• •• • • • •• •• 3 of 3 •' • ' 000 • 7/15/2009 9:19 AM L. Roberto Lomas P.E. Engineering Evaluation Report .� 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336- 945 -9695 Manufacturer:. Custom Window Systems 1900 S.W. 44 Avenue Ocala, FIL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Comp/fance: ' The above mentioned product has been evaluated for compliance with the requirements of V* Florida Department of Community Affairs for Statewide Acceptance per Rule 9 13-72.070 method 1(d). The product listed herein 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 comer construction. SuPporting Teehrrtaat Docurmotbm 1. Approval document drawing number CWS -155 Revision A, sheet 1 of 8., titled PVC Single Hung, prepared, 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-M Uniform Static Air Pressure, V6.0psf design pressure, 10.13 psf water intiitration TAS 203-94 Cyclic Pressure Loading *75.0psf design pressure b) Report No.: NCTL 210- 31W2A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Frame Installation ASTM E 18WM and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 19% Cyclic load Test, :75.0 psf design pressure e), Report No.: NCTL 210 - 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile impact Test TAS 202-94 Uniform Static Air Pressure, *67.5psf design pressure, 10.13psf 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 SH, Fin Installation ANSIIAAMAtNWWDA 10111- S.2 -97 Design prune: *67.5psf Water penetration resistance 10 -13psf ASTM E 1886 -02 and ASTM El 995-02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 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. 110 f ••• •: .i �,�• `,r °�• ellsA ..,. ,�`", .,• 0 t • *� r � . TAT {?F ; 000 t 00 it : � • • �' ��` Lids R Lam. P.E • �ws ��.• .' �• r.•w,- d�3 /BMAL�ti . i t ,,c• s +: s" y �� /j j! t! i 11I \ \1 0711812ao8 • • • pdp�aAa�t��f #:4 L. Roberto Lomas P.E. Engineering Evaluation Report + 1432 Woodford Rd. Clemmons, NC 27012 Report Flo.: 610484A 336-945 -9695 UnWations and Condidws of use: Unit elm Max. Q.L.O. Design Pressure Rating Impact Rating Up to 37" x 63" 31 9/16" x 27" f 75.4 psf Large and Small Missile Im pact Up to 53 418" x 76" 4711/16" x 3311/16° 1 67.5 psf La a and Small Missile impact • Units must be glazed with'./." IGU consisting of outboard lite 1/8' Ann — Air — 5116" laminated inboard file consisting of 118" Ann —.090' Dupont Butedte PVB intedayer -1/8' Ann per ASTM E 1300. • Dupont Butacite PVB intedayer per N.OA 05- 1208.02 • This product is rated tD 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 rite rigid PVC per N.O.A. 0B- 1220.01. tnstatlartlon: • Units must be installed in accordance with approval document, CWS -155 Revision A Cerditaftn of lndeperr *m.. 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 Ming issued. Also, I don't have nor valf acquire a financial interest in any other envy involved in the approval prod of the listed products). ow • • • • •: ��„f i • � � •fir•. . ,�,' ` �• �1 S� • • • •.•. •��.: : .. t. R < .. :p..,..d TAT OF 00 0 01 O t 2� •• • .,s "� r : �// sjC1NA1l.1� ♦♦ LUIS R. Lomas. P.E. • • ••i � �, a .,• * lj�itf 1 FLNo.:82514 • .,� , • 07116128 •i• 0 • r• • • • •• •• f • • • • • SINGLE HUNG ELEVATION (IMPACT) PVC IMPACT REQUIREMENT: • • • • • • ' •' : (SHOWN W/ DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING • • CODE, CURRENT EDITION •' ' RNL�E /� MAX OtVERALI 2.dLAZI�lt3 OPTIONS: (SEE SHEET 3) 0000 • • • • 51718" MAX UMS WIDTH 517 UNIT WIbTH . 3- CONFIGURATIONS: "OX. ' • • • • • 47 UAW itWQS MO 4. DESIGN PRESSURE RATING. (SEE TABLE"HEET 3) so*: a • • 4711r18" aLA68 DLO - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13D0.. • • - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND i .. • ' 78 • • • • MPX� GLASS TABLES ASTM E 1300. • OVERALL • • a o u $ O /ti 3° S. ANCHORAGE: THE 33 Ira% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE FLANGE • . • • i lANtDE • • i • • • DLO HEIGHT V DLO HEI 8811 SHEETS 6-5 FOR ANCHOR DETAIL. • GHT • • .. • • • 7 • • • MAK S. SHUTTERS ARE NOT REQUIRED. MAX UNIT A • • • • U • • • HEIGHT 7. ALL FRAMES AND YENTS FL7U Y WELDED SMALL JOIN Y SEAM SEALANT USED AT FIXED MEETING RAIL AND H 3r • 3311118• MAXX v P JAMB. SASH /� G DLOO H SAM EIGHT 8 REFERENCE TEST REPORTS: NCTL 210.3155-2 , NCTL 210 3168 -2A , NCTL 210 3168.3 ; NCTL 2103188 -38 HEIGHT j 9. SERIES I MODEL DESIGNATION SH -8100. 4H iti GLASS OLD 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO GLASS DLO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. b HI SASH ORIEL i I. THE DESIGNATION X AND O STAND FOR THE FOLLOWING X n OPERABLE SASH, 0 e FIXED SASH C EQUAL SPLIT 12 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 3r MAX OVERALL 53 _ ( i -gam MAX.�RALL FLANGE WIDTH FLANGE WIDTH FLANGE WIDTH 319f1S" GLASS DLO 36 314" MAX UNIT WIDTH 51718" MAX. UNIT WIDTH 51718` MAX UNIT WIDTH 47IVIW GLASS DLO 1 4711115" GLASS OLO 53" MAX o 83 Ste" 88 5it8" O CLAW MAX FLANGE L a OVERALL 21 ttr HE HHTE DLO FLANGE o GLA6e3 51314" HBtaHT 82 316" DLO HEIGHT 621115" DLO UNIT U UNI HEIGHT 30" 273116" HEIGHT HEIGHT S� X GLASS AX. X 2 2 4 6115" 21+ HEIGHT SASH 0 DLO � X J DLO lT GLASS DLO GLA DLO Gino E UAL P UPDATED PER EW FBC REQUIREMENTS 07/07108 60140 SPLIT ORIEL 4 HI SASH ORIEL v, «L o TABLE OF CONTENTS ♦t GENERAL NOTES & ELEVATIONS .....t , �, 1 4 FLOR(DA 3{474 ANCHOR SCHEDULE 8 NOTES —2 "• & u ; , R e DP CHARTS & GLAZING DETAIL . » ..... 3 �'� �, �•• " /� ., a.:.. SECTION VIEWS .. » ......................... »...4 1 �_ ,... TE8 & EI. A N - IMPAAC EXTRUSIONS & B.O.M ........................5 '& <' ,,,.�s • . INSTALLATION DETAIL. .... .............5 a ^. '..: $�' ' b ' p} ��QQ ° a i PVC SINGLE 717/2005 pRQPggTARYAND CONPIDSNTML .-+" • '�D +x' . �'.. q .:'•�` `'�- -z'• -a nMaoatasnnNCaNrAweotuhdsowaalNG�m TS SaoEEEaRO ` >l Rq�otuLLa o N MMW SYSTEM. UiR ANY REPRODUCTION INPPRT OR AS FL P 8251# a „ . ..CWS -1fr5 WRITTEN PEtMUMM OF CUSTOMWMOW SYSTEM, M.. x` - A ' OF to , _�� d'Unsliot+IM4E • • • •••• SEENOTE2 SEE NOTE 2 • • • 4" - 4" MAX. O.C. S" - - -12• .. • MAX (TYP) MAX O.C. SEE NOTE 8 • • • • • MAX MAX O.C. MAX MAX {TYP.) • MAX C. (TYP) C(YP) 4" ••• • � � ••• •• •• 4" MAX MAX SEE NOTES I MAX 00000 MAX • • • • • — • • •••••• i- • • •t.••ei 4 O MAXO.C. (1 •••• • F. ••i••• MAX O.C. v • •• _. . • • •.e • �P! is O.C. INSTALLATION • INSTALLATION �/ X NSTALLATION ANCHORS TYP. I ANCHORS TYP. INSTALLATION ANCHORS TYP. INSTALLATION ANCHORS TYP. ti 6a lAM ..(ElAM) NCC L AYOUT -(FINt usoR •n+RUNAjuNS 6XQI _ (BFECIFlOFOR 7lYi.P.) (SPECIFIC FOR MOP.( _ CHOR LAYOUT ANCHOR LAY (FLAN •� uNQRM H�RU E OPEtANCi1 �_ ISPECIFIa FOR 87.5 0.P� (SPEOIFlC FOR 87SO.PJ NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHUNS. MAX. ALLOWABLE SHIM STACK TO BE 114°. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIM ARE NOT ALLOWED. 4.3H8" OW ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL BE ACHIEVED. S. #10 WOOD SCREW ANCHORS MUST HE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 U2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. DATED PER NEW FIX REQUIREMENTS 0710 108 S. ALL INSTALLATION ANCHORS MUST Be MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHAD NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. _ �t • i �.. BW44THAVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ••' ' i « , ' FLORIDA 34474 A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. & NOTES - IMPACT C. MASONRY - STRENGTH CONFORMANCE TO ASTM C $0 GRADE N, TYPE 1 (OR GREATER), SCHEDULE PROPRTARYANO CONFIRBN'IYO. > a nso � •••.- SINGLE ADE 717!2008 TtE INFORMATION OONTAINED IN THS ORMMM IS THESOIE PROPERTY, L. ROGER O LOMA$ o° . •. -- '8100 NTS ` CWS -155 ONDWYSYMMS. LNG ANY RPROMMON tNPART OR ASAWIOLE>*i � FL N0. 82514 WRITTENPER OWN OFC=OM WNDOW SY87EM8, DOM 1 6 PRa a A KEE P. 2 OF 8 .y 3 or 'iv t .� fix• g A. p �' "n • [23 MOWARSM tW • WN= � A°E TH T • 2T112 28171 31 112 38 fM 38112 41 112 43112 47112 81112 83112 88112 $8112 &1112 881!2 87112 71112 74 314 A,B 4761 -75 •oTiN16 7781 -75 7751 -76 +76/ -7S +761 -TS +751 -75 +751 -75 +7S! -7S 7751 -7$ 7761 -75 7751 -75 +87,51 -875 +875/ -87,5 +87.51- 67.5 +8761 -875 +87.$1 -87.6 12,5•• +75!•75 •1i76"S +751 -75 +JSt -T8 +751 -75 +761 -76 +751 -75 +761 -75 +751 -75 +751 -75 +751 -76 +751 -76 +87.61 -$75 +67.51 -67.5 +87.51- 87.5 +87.51 -$7.5 +87.51 -87.5 •41i 7751 -75 •� j S +751.75 +751.75 +751.76 +751.75 +751 -75 +751.75 +751 -75 +751.75 s751 -75 +751 -75 +87.51.676 +67.51.67.5 +87,51 - 57.5 +87.51 - 87.6 +87.51 -57.5 ••• Al4 #751 -75 -75 +751 -75 +751 -75 +751 -76 +T61 -76 +751.76 +751 -75 +751 -75 +75!•76 +761 -75 +76t -75 +87.51 -67.6 +67.51 - $7.5 +67.51 -67.5 +8761.876 +$7.51.67.5 • 145 761 -75 At6 +761 -76 +751 -15 +751 -75 +751 -75 +751 -76 +761 -75 +761 -75 +751 -75 +751 -75 +751 -75 +87.51 -87:5 +87.51- 87.5 +$7,51- ST.5 +5T -51- 87.5 +87,61 -87.5 • A, +87.51 -87 5 •676 +$761.87.5 +67.61 -87.5 +67.51. 87.5 +67.61 -67.6 +876!•676 +87.61.87.8 +57.6/•$7.6 +87.51-87.5 +$7,51 -67.5 +67.61-6" +67.51.67.6 +87.51 -67.5 +8751 -67.5 +87,51 -87.5 +87.51 -57.5 •• •• A, B + 7,51 -87 + 87.5 +67,51.876 +57.81 -67.5 +67,51 -67.5 +67.51 -67.6 +8751 -875 +87.5/•87.6 787.5! -$7.5 +87.51.825 +67.61-67.6 +87.51 -67.5 +87.51 -87,5 +87.61 -67.5 +67.61 -67.6 +67 .51•87.6 +87.51 -67.5 • • 43112 • 1• 7.51 -87.5 +8261 -57,6 +87.51 -67.5 +67.51 -87.6 +67.51 -87.6 +87.51 -675 +87.51 -825 +87.61 -$7,8 +87.51 -075 +87,61 -67.5 +67.61 -67.5 +67.61 -67.5 +57.51 -87.5 +117.51-67.5 +67.51 -57.5 +87.51 -87.5 +87.5!•87.5 • 0 4 47112 A,B +526f -$716 +47.51.825 +87 - 87.5.►825/•825 +67.51 -87.5 +67.61.87.5 +87.5!•875 +$7.5!•67.6 +87.61 -878 +6751 -67.5 +57.51 -$7.5 +57.51-117.5+57.61-57.6 +01.5f +6711 -87.5 +87.51 -$25 +87.51 -57.5 81118 •R,41• bl -878 +8757.826 +67.51.825 +8751 -875 +67.51 -$T.5 +675!•$76 +$751.87.8 7 8781 -875 7676! -875 +$781 -$76 +$761 -878 +8761 -$T.5 +87.$!•876 +$7.6!•875 7$781- 576 +8761 -876 +87.51 -875 +core►1oa�rY6a� rn►toT1Pr 1oo1T IM V1111717H GLASS rvr TYPE 28 35 S!8 Be $1$ SB 89 72 76 181k A,B +761.76 +751.75 +761.75 +751 -76 +751. -75 +87.61- 87.5 +87.51.875 28119 A, 0 +751.76 +751 -75 +751 -75 +751 -75 +751 -75 +87,51- 87.5 +87.61 -67.5 A +751.75 +751.75 +751.75 +7514 +751 -75 +87.51.87.5 +67,51 -87.5 +8751 -8 881 A, B WOWS 177 87,61.67.5 +67.51 -87.6 +6261.57.5 +67.61 -67.5 +07 +51 -87.5 914. OVERALL 314° OVERALL 118" A14WEALEDGLASS 118° TEMPERED GLASS 5H$" AIRSPACE BITS" AM SPACE 8+18" LAMINATED L&W LAMINATED 118" ANNEALED GLASS IV ANNEALED GLASS 3132" DUPONT PUB INTERLAYER 3132" DUPONT PVB INTERLAYER 118" ANNEALED GLASS 118" ANNEALED GLASS NOTE 1.W SIZE INTENDED IS NOT 8HOM USE NEXT LARGER S UPDATED PER NEW 1:9C REQUIREh1 S 07707105 G TYPE A ` •LASS TYPE 8 a•` 4 _ w t 800 SW 44TH AVE. > ~ gc `•• FLORIDA $4474 " " P CHART&GLAZIN ETAIL- P r» n .a 71712008 PROPMETARYAMICOtF1OEMYNL :; G.. ' ..�: �.t= ', �'A�••: S NGLE .•ADE- E l • THE NPORM IMCOWANED N THISDRAWNO M THE eOLE �.� '> $1 NTS „C 155 WWWW SYSTEM. INC. ANY RONROWCTIONN PART OR AS A FL. Pik NO. $2514 WRITTEN PERMISSION OF CUSTOM WRiDOW SYSTEMS. W.. Si ,,, 'b � , 'E' _, r .y` A 30FS y . �-c_ •��.•..� a •� • P • }' t h f. s �£ r�„eJx i•. • • gone • • ' ' UNIT WIDTH ^ _ ..- • ••g• • n •. •. e• . e • e • • • e• egg• 3 4 • •••• • e � 1 • . • • • n � dVERALL FiAN66 WIDTH - � HORIZONTAL SECTItNI 'nb'Te: sloesl+owerocm , �liQTfi AtitIAY IMPACT HOOK SPACING: 11 SILL HOOKS: 2 A) 8 FROM UNITEDLiE TOED OR HOOK A THIRD HOOK tS C�ITERED IF UNIT IMDTH i8 GRPJtTER THAN 37". 2) SASH CATCH: AJ 2.1f2° FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH 18 GREATER IMPACT HOOKS APPLIES THAN 37. SASH AND FRAME HOOD ARE TO ALIGN WITHIN N4`. o WHENUNITWINDOW 0 1 SIZE EXCEEDS 3T' NOE �_ tl AND(OR SW HIGH. �8 8 jj t tt OVERALL L UNIT FLANGE HEIGHT HEIGHT o t t GLASS TYPE j SEESHEET a olo DETAIL A UPDATED PER NEW FBC REQUIREMENTS 07107108 2 I 4 ALTERNATE FIN FRAME a. r ¢ :Jtti i:' 1 900 SW 44TH AVE. r� FLORIDA 34474 E- ?A,23.25,26 31,37.44,48,47.4952 55.$3.ti4.67.SS SECTION VIEM&ALT:FRAME-IMPACT TYPICAL VERTICAL SECTION i tt .. b. PVC $1 LE HUN E ` 717=08 PROPNETWAHD COWWVSML " L % I '' a' nm�oReacartat�6iatr�txwuaru�ISTsaLSPrtoPrart�x� L:RCOCbE�16 0 .r SIOQ NT$ 155 N MC. CON SYSTtW. ANY 1U ROOWTIONIN PART OR AS A FLP tM I�l.62$14 ' . MTM PMMBSION OF GUSTOM W;MM SYSTr_ue IS a '�'I" A ' 4 OF S. nee ,� • f ' .!,'• "tf ty 7 � •erg,,. !' ��' ` • s'.`a. s • • • • am M a M • Ddtlali ion 2.180 • • 1 Malt R., 11eaa 3.128 bbkl 1.010 • 3 Ft, wtFm., .6. • 3 1 Ft., 8 1t. • a F16001 nkd Rat fxd i &I7 • • • • i 8 ; FYA • 1 1837 1,847 • • • • 1 •1di82T• 8ph 3.588 • • 9 441 ReM. 81gh Mlat. Rti • • • 10 I CORNER WELD (ALL SIDE81 • • 11 61498. 1.180 -1 • • • • 12 F}84f14 Bath Rel • 13 s 4 RtrM. •� i.D00 PVC SASH BTM. RAIL -6028 PVC SASH MTG. RAIL-6027 PVC SASH SIDE RAIL -8004 • • • • • 14 8.8018 CJ�. Ba., 9(i"i'•tp • 0 11 4b QIL Sd., 9t4",Fkd. w. PVC FRAME FIN -6026 1260 --{ • 16 8t8 tilt.Bd, &128 ( 1.397 • • • • • IT St018 Qit. Bd.313'f�aih,Ygp. 1.838 to 80rM1 AOkpt., etNb. PVC, Fbt#. • f.070 8 8 �- 19 1 8em. , PYC, .832 16 man Sam t , PVC. Vert i � 11 5.1176 Fr. O*k PVC, hp., 84a; I R b) 2 REINF. FIXED MTG. RAIL -1499 - u 5-1868 sash carer Pd Itfmot ALUM 6063 T-$ 1 PVC SASH STOP -29 is W M4 Anehct 2 7tr9 4 60 PVC FIXED MTG. RAIL -6001 FIXED MEETING RAIL 8 CREWED TOGETHER wITH 24 Boom OUTERFRAME 11 Sash Cain. PVC .16 83048 Take Out 17 1 Pam Lock, k v=k WC Lr m 83218 weep FmP PVC FRAME FLANGE -6031 s99 m FL3215 M � 31 R388:i Re .pate. FAM 9 31 P3429 P watp.,oxrox :fartiaekFkiBeal t57fM Wa AB8 sT P.37s9 tusph RHS }_ I f se a769 is x oa29fh Phs 1 stt s9 040 1 08x1MOFhFHTIKVft tt18" } REINF. SASH MTG. RAIL -1497 i REINF. S.B.RIS.S.R. -1498 ALUM 6063 T-6 PVC GLAZING BEAD -6016 u R37s9 86x81B"FfiRiT6(a FR. HOOK IMPACT (SH SILL) ALUM 6063 T-6 u 124M WxNVFhF"ltK2 ALUMINUM 6063 -T6 43 com aslar, 8M46804 41 R37aa ,1f2' Hdn 35- Hot 'Fr' 47 P•2488 Hot "FP 3116• L t 1 11T 41 83782 8eL W 88 Ow. ft8" x 6B" x r Ls- L 1 IV i 172 49 P3713 8148 {late Celt. LoW NFRCTab, bpaet 11 F-3es lbttpOtmy (n xJpPl �--- -z frr-- -I Will' sr *s" SASH CATCH IMPACT u P-W13 taAHlai owl ANCHOR CUP, 1604 PVC SCREEN CATCH - 6013 ALUMINUM 6063 -T6 a Ghat, Fam ALUMINUM 6063 -T8 PVC SCREEN SUPPORT - 6014 63 Glass, sash - i• x3261 8¢kaa (sae ant 31 20110* UPDATED PER NEW FBC REQUIREMENTS a V I M a1 83218 scrawFt x•.Hork 1l8- � rmms a1 law satmFmmvwL � 314" 1 t Ji 5-3 1 serawFrwiwtaxaerXtY 50, fi8.6( ARE NOT USED 1 tit2" as F-Mai screw WIN 18 x 16 THIS PROD I y . t • e as F 320 Setew ,.188 pa, Bk L QS 114' `�'`� 1� Q. a•' • �53 B FI C1R(DA 34d1d P � gntkvL SS VIEW OF • 5-9 rfsaas Mmn Fi" W w,Fkw PVC, ANCHOR CLIP Y` z Q : `°�°` L s 5 - usloNs SAM. tMPacr Aug r ,r_ 1n s 1112 = ,�- RE ' 7171008 Tt W8028 Subvkylwi 4..380 THE tNFCRMkTK1d1CONTMJfi0 Y tNiA' ANp A1 Nfl G t8 TH SOLE PROPBRT • NT8 "CW8- Sb 83117 Sata9t BUPDatt tat FNC Ydl iow Wt$T6M.i, rha ANY PRODUCTION IN PART OR A8 A WHOt@ M FI. P.EtNp.8281 71 4 ! • WRITTENPERMIa91CNOPCUBTOMIMND0w8Y6tEkI .W.18PRO • ilk A •50F8 �j� t.0ph r� w!�{ 8 �' • •�• ♦p kl,'iS3r• tae Y �t.;.: :.y+:' +• Ni :000 • • z -� 11C MAX SHIM • • • • • • • • • (MIN. EMBEDMENT) I (SEE NOTE 2 a 3 ON SHT. 2) .{ CAULK BETWEEN ® (l* 1 {{SEE NOTE28 3 IMIK EMBEDMENTI • • • • •AND OPENBVS EYfJTHEOTHE RB : • (MM: EDGE DIST.) a •° a° . ANCHOR 9N BHT. 2) • • • •• ••• a s •� CLIP aw w 4 • 2112" q°o$• w • o` INSTALLATION ANCHOR, i S� • • • • (MIN. EDGE DIST.) • ' w INSTALLATION ANCHOR, ANCHOR q $Ia WOOD SCREW • • • • B Y Y • e ° . 37118" M& MASONRY ANCHOR. OUP • • ••• • 4 l . •Alo- �a SUCK • • • • • ` ��•. 4 • tit a' td ' �• D • 4 • p, d•'+b` i — AN 4 . . . 1 BY WOOD RUCK a ' ANOPENING BE EBN BY OTHERS • • • BEd A • 6 • ♦� P ' I+ • b • RP • 4 SY OTHERS • e • • • • • e . ► • • . • . SEDMENTI • • e :0004 A,2 BY SUCK 0 BY OTHERS ••• • EXTERKNi4WISH • .4 • i • • a • BY OTHERS • - U4" MAX SHIM ° � b ` s • CONCRETT�ASONRY 21163 A, y ° • •a . ° . o BY OrHERB BY INSTALLER ULK By D BUCK � m a , °• ► �► THERS 1MNDOWFRAME •' too •• JAW PERIMETER CAULK Q • . ° WRJ�WFRAME ANCHOR • . ��• PER341ETERCAULK BY INSTALLER '� e HEAD CUP • 0o BYINSTALLER ` net INSTAUATI�ORN1 ANCHOR, EXTERIOR FINISH NOR120NTAL SECTION 3118` DIA. MASONRY ANCHOR. HORIZONTAL SECTION BY OTHERS CUP (WOOD) CLIP MASONRY) ANCHOR CAULK BETWEEN SUCK CLIP AND OPENING BY OTHERS WINDOW FRAME SILL INSTALLATION ANCHOR, 3MS• DIA. MASONRY ANCHOR• PERIMETER CAULK BY-INSTALLER 114" MAX. SHIM �� (a EE NOTE2 $3 EXTERIOR FINISH ON SHT, 2) WINDOW FRAME BY OTHERS b . ► • r ' ` ` b s SILL PERIMETER CAULK 31 I NSTA LL ATION CIA MASONRY H ANCHOR b . �r . °. ` b D * ps b, s b, b. R EMBEDmum 13Y INSTALLER p'p'b.�•'p ♦b•� b.t `" �'b •`D►b' 114` MAX SHIM • ` •� + b b . •p • ►p b b• EM IOR �(SEME 21 pp BYO'IHERS �» 21 CONORETEPoASONRY { 1 BY WOt1D BUCK BY O THERS ALTERNATE PRECAST a� LL D ETAIL (NHK EDGE DIST.) • • ••r, . OUP �� UPDATED PER NEW FBC REQUIREMENTS 0107108 o e .. • . •R. BY OTHERS %I 1 1 .L fit, s �•t•• • • .•O� `. D. •. A ♦ •�� A• 1114' + � , a . ...'.'. •. .... w .' s . • •. • °• ♦ . ;" s ; s . . • : p e (MIK EMBEDMENT) a, SW 44TH AVE. > . • • . +• • t FLORIDA 34474 BY OTHE OAK EDGE DIST.) d,: n" Ti ET L W LIP WA CT - SINGLE H AOE 7ffrM VERTICALSECTION PRd'RETARYANOC :8100 NTS .: CWS -155 THE INPOMAVONCONTAN WINmenRAVW40Mn�eOLaPROPMVOa �4ia6 l0l CLIP ( MASONRY) ONDOW SYSTEM INC. ANr MmOOWTIONN PART OR AS A FL P.5010. 6251 . 4YRITfEN PERM lBsmwcuSTOMV4NDOWSYSTEIM,lNC.18 ... •�. .;;: A 'S QFB • .R ' 'p w_•� j. •- �� ' • • • • • • • • • • • i DRYWALL (W EMBEDAA� M IW MAX SHIM EE NOTE 2 & 3ON BHT. 21 (MIN•. EMBEDMENT) • 0 1 BY WOOD BUCK ♦ • • • • 0000. • • BY OTHERS BY OTHERS DRYWALL • • • i • i • • i DRYWALL r �r • •• --�{ V4" MAX SHIM : •�'' .t.. BY OTHERS • BY OTHERS BY OTHERS CONCRETEWMASONRY •rr Y'I�, I (BEE NOTE'_2 & S ON BHi 2) ► • • +, r *0004 9 (MI�NOOM 09m • • • • 4 • 4 CAULK UNDER SCREW A A • • • • • • • • • • • • • • INSTALLATION ANCHOR.3 /18 DIA. . • HEAD BY INSTALLER • 0 • • CO p��ASONRY ' + ' MASONRY SCREW % WNEOPRENE 4 . • , ► . • • • 4 4Y OTHERS• t • 0 • • • • • • y�yf�' • BACKED WASHER THRU SCREW . • . • • a • • • BUPPOA7 4 2 BY WOOD BUCK • t t •• •t�l�iR.a' a. • a.•..yY.' •'► BY OTHERS :0001 • W� •a •/., • b .�,• • CAULKB E • a . a a , . . a, o;.e ♦4A BUCK AND OPENING `yR • • • • • • • • (MIN EMBEDMENT) a,�• ; TkIND•v7 " r A • 8Y OTHERS FRAME INSTALLATION ANCHOR. #10 C • • • • ♦� - BY O JAMB WOOD ANCHOmMOPRENE TD BUCK 1.111 • 4 . 4 . • • • • ! ►BACK • (MId. EDGE OISTa 4 ED WASHER THRUSCREM • A SUPPORT • • • • 0 B EY'� O ERIOR FINISH ' • • 1 (> EEE S HIM 2& S ON SH7 2) BY INSTALLER BY PST y � PERIMETER CAULK BY INSTALLER CAULK UNDER EXTERIOR FINISH EXTERIOR FINISH CAULK BETWEEN SCREW HEAD BY INSTALLERS CAULK BETWEEN BYOTHERS BY OTHERS 13Y OTHERS BUCK AND OPENING WINNDDOW FRAME BY OTHERS HORIZONTAL SECTION (S1 HORIZONTAL SECTION FRAME (MASONRY) FRAME CWCOD) INSTALLATION ANCHOR. WAS" OUA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW CAULK UNDER SCREW ' SUPPORT WAD BY INSTALLER WINDOW FRAME INSTALLATION ANCHOR 308'01A. MASONRY SCREW w1NEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATION ANCHOR. 311V DIA. PERIa1ETERCAULK IM. MAX SHIM MASONRY SCREW WNEOPRENE BY INSTALLER (SEE NOTE 2 & 3 ON SHT.2) WINDOW FRAME BACKED WASHER THRU SCREW SILL SUPPORT EXT. FINISH p ♦ . • • p BY OTHERS ` • • . • CAULK UN p p • p . p . 1114• SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL p . r • : y ` ► C • s' s 1: t . y p (MIN EMBEDMENT) eROuTBYOTHERS p �• ` � • 4 p p p >'�+ p BY IMETER 1W MAX SHIM • p ► • • b • p p , • p ,. • p p • ► P . (SEE NOTE 2& 3 ON SHT.2) (MIN EDGE DIET.) EXTERIOR FINISH CANCRETEIAMSONRY ALTERNATE PRECAST SILL DETAIL BY OTHERS f BY OTHERS ONRY) A UPDA D PER NEW hBC REQUIREMENTS 071G7/08 } r • ? • SILL STOOL a ♦ • a ' : a as BY OTHERS a. .$� •e. a: • a • .a �\ o 't a• a � USESOLIOWOOD ,> •+ W :..: o . :• : Al ± •, • • • p SUPPORT TO MAKE BILL i a , . . , • a : a a . LEVEL BY OTHERS `� a e e a : • . a' $W 44TH AVE. • > • • • • • a . . a 'o a . : i • • • 1 itA• «�` a '' ^ Y 9 . . � FLORIDA 34474 r F CONdRETEfMASONRY (MRN EMBEDMENT) N DETAIL THRU FRAME - IMPACT BY dTHERS EDGE DISTa ` ' ; :• >�w� a `# $ 4. o t ' :i• IN LE H N AGE 717/20DB (E\ VERTICAL sECT1oN PROP —DF AND COIiFRIEN7gL a t �%'� : . b. . Tr�rNFOauanoNCONrAgv6owrwsoaA +nnNaSrHBSOI.•PROPeR� a; . 8100 NTS »C 166 QFRAME ( MASONRY) VANDOW SY&MM8. INC. ANY RPROD=ON IN PART OR AB A WHOLE FLL. ', $ 4 4 VMTIM PzaossIDNOP DUSToM aewm gysTEMS, w to o r . o A ' 7 OF S ,., .t` j am: "fi•• 3 •{ � ' � f�: + ;1` •�.• 'Sr ei'tb.T • • •• . • •• • • .•.. 8HEAT E • V (I MBEOMENT) • • • • • • BY OTHERS • •••• • EXTERIOR flNt$t'- • O f is* ••• • • • • • • OTHER$ » B � BUCK • LLE F • . >< •o• • • LLER ` 000 • • • WINDOW WRAP • �1 INSTALLATION ANCHOR, • OY INSTALLER• k q ,� 08 WOOD SCREW • • r 0 0 41 see •• • • • • MAX • • • • • • • • • • 2 BY WOOD BUCK Iw MAX SHIM 0 • BY OTHERS {8E2 NOTE 2 & 3 ON 8Hl'. 21 WINDOW FRAME HEAD INSTALLATION ANCHOR, t8 WOOD SCREW 4 WINDOW FRAME i fin. JAMB (N1�EMBEwe" SHEATHING BY OTHERS d • EXTERIOR FINISH WINDOW FRAME BY OTHERS WINDOW WRAP SILL SY INSTALLER CAULKBEHIND FIN BY PWALLER B PER E w ULK 114" MAX SHIM HOWZONTAL �OTICdI B LKKBEHIRDFIN (SEE NOTE 283 ON8HT.2) C�l FIN(WOOD) PERIMETER CAULK BY RNBTALLER 2 BY WOOD BUCK - • Wom BY OTHERS e UPDATED PER NEW FSC REQUIREMENTS 07107/08 WINDOW WRAP BY INSTALLER INSTALLATION ANCHOR. ;�o• #a WOOD SCREW .ti � f ) �% ..• .. ...: EXTERIOR FINISH BY OTHER$ ti i ! y ` 1800 SW 44TH AVE. FLORIDA 34474 SHE (MIN EMBEOMENT) rY ; - >• a, �i9 !� qtr • SS 0ET w BY OTHERS VERTICALSECTION �., ': o ° . +. a '? 11 C SIN 'ADE 71712008 FIN ( WOOD) PROWMARYAND C0*1MEN7ML ". -- - ' $ 1,�� 74EINFORIMIIONCO? I7ANMIN rMSDRAMMC9IS7HBSCMPROP 1 JM ""L+'1�B Qe t .:8100 N7'$ "CW3 -155 WINDOW 9"8721&;. lN0. ANY REPRQDUC710N IN PAR70R A9 R y FL' P.{;.�,Q$914 .A • B OF B WRIT7Bd PFRNYiISIONOF CUSI'01A Wh•�pW 8Y97ETM3, UtD, 18 PR Opp �� . • ^•'� 1.:ib�`�.• ter e i Omo v"oG V � 4 a r .1 • h^ Flgr da wilding Code Online Page 1 of 3 _ I SCIS Home Log In User Reglstration' Hot Topics Submit Surcharge Stats & Facts {Publications - j F8C Staff BCIS Site Map I Unks search i Product Approval t 9 91 USER: Publlc User ! I Pr,.tAporoval Menu > Product or Application Search > Application. Ust > Application Dethil FL # L6890 -R3 ! Application Type Revision Code Version 2007 q + Application Status Approved Comments Archived C r i Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avemle Ocala, FL 34474 (352) 368 -6922 Ext207 miafevre @cws.cc d Authorized Signature. Michael LaFevre mlafevre @cws.cc i Technical Representative' . Michael LaFevre ## i Address /Phone /Email 1900 SW 44th Avende Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc ; i I Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenge Custom Windowi Systems, Inc. Ocala, FL 34474 (352) 368 -6022 Ex208 Ralph s.cc' i Category Windows Subcategory Casemen i ,ao 1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t:v Evaluation Repa - Hardcopy Received i i Florida Engineer or Architect Name who . Roberto Lomas i developed the Evaluation Report Florida License c PE -62514 • • • nUjty Keystone Certifications, Inc. • • • (:uaj1"A:;UFarx e C cm6ct Expiration Date 12/31/2010 • • • • • �alill$tdgy • • i • Steven M. Urich, PE } L Validation Checklist - Hardcopy Received *• Cerlliumte ONIndep:nd�p' j F'L6890 R3 COI SIG489A (Evai Rep CA -8400 ImPact).pdf * • • • • • •••., •• • Ref and•Year (of Standard) Standard Yea AAMA/101 /I.S.2 -97 j 1997 • • • • • • • • • • • • AAMA/WDMA /101/I.S.2/A440 -05 2005 • • • ••• • • • ASTM E1886 -02 i. 2002 ago Florida Building Code Online Page 2 of 3 I ASTM E1996 -02 . i 2002 PA/TAS 201/202/20'3 1994 Equivalence of Product Standards Certifled By Sections from the Code I Product Approval Method Method 1 Option D { Date Submitted 12/19%2008 d Date Validated 12129/2008 Date Pending FBC Approval 01/08/2009 i Date Approved 02/03/2009 XMn r6i3ry Af Products j FL # ? Model, Number or Name IDescription 6890.1 1 8400 Vinyl Casement 8400 Vinyl I Casement (Impact w /heat strengthened glass . Li of Use Installation Instructions Approved for use In HVHZ: Yes FL6890 R3 II CWS -161A (CA -8400 Impact).pdf Approved for use outside HVHZ: Yes &6"!' '0 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: `(es FL6890 R3 II Mlkron NOA 06 -1220 01.pddf Design Pressure: +67.5/ -67.5 Verified B�: Roberto Lomas 62514 Other: 8400 Vinyl Casement (Impact w %heat• Created by Independent Third Party: Yes strengthened glass) Large Missile, DP = +/- 67.5 psf, Evaluation Reports 3702, laminated glass will have DUPontrs lnterlayer FL6890 R3 AE 510489A (Eval Rep CA -8400 when used in HVHZ. Imoact).odf Created b � Independent Third Pa : Yes 6890.2 1 18400 Vinyl Casement. 8400 Vinyl lCasement Impact w /annealed glass). Limits of Use ' Installation Instructions Approved for use in HVHZ: Yes FL6890 R3 H CWS -161A (CA -8400 Imnadj pdf Approved for use outside HVHZ: Yes FI 68 0 Rt II DuPont PVB NOA 05 -1208 02 tZ Impact Resistant: `(es FL6890 R3 II Mlkron NOA 06 -1220 01.pdf Design Pressure: +60/ =60 Verifled By: Roberta Lomas 62514 Other: 8400 Vinyl Casement (Impact w /annealed Created by Independent Third Party: Yes glass), Large Missile, DP = + / -60 psf, 37x63, laminated Evaluation Reports glass will have DuPonVs Interiayer when used in HVHZ. FL6890 " AE 51048 9A Eval Rep CA - 8400 . Imp�)•tldf Created b Independent Third Party: Yes 6890.3 8400 Vinyl Casement Impact CA -8400 Vinyl Casement w/ heat strengthened glass. Window i Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL6890 R3 II CWS -240 (CA -8400 Impact 40 x 63).pdf Approved for use outside HVHZ: Yes FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: `(es FL6890 8011 Mlkron NOA 06 - 1220 01.odf Design Pressure: +75/ -75 Verified By: Roberto Lomas 62514 Other: Large Missile,140 x 63 DP = +i- 75 psi, Created bi Independent Third Party: Yes (Impact w/ heat strengthened glass, PVB). Evaluation Reports FL689Q R$ AE 511043 (Eval Rep CA-8400 Impact 40 x 63)•udf 1. Created b Independent Third Party: Yes • • • • • • • • • • • Back Next I t: ' t DCA Administ+tlon •• • • ••• �••••• f • 0 • • • : • department of Commurilty Afhiirs • • • • • • • • • Florida Building Code Online • • • • • • • Codes and Standards • • • • • • • • 2555 Shumard Oak Boulevard Tallahassee, Hadda 32399 -2100 (850) 487 -1824, fax (850) 414 -8¢36 C 2000 -2005 The State of Florida. All rights reserved. CogyrIght and DI claimer • • • • • • • • • • • Product Approval Accepts: • • i ••i i • • ®® I • •• •• • s • •• •• { Florida Building Code Unllne 090 Goo 000 0. { �wl8�ea "�` "' �� • Sne4Pnd • 4!RlP�� 1 { F { F F i h • • • • • • • { L: Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510489A 336- 945 -9695 Manufacturer: Custom Window Systems 1940 S.W. 44 Avenue Ocala, PL 34474 Product Line: 8400 PVC Casement — Impact resistant Compliance: t The above mentioned product has been evaluated for compliance with the requirdments of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1 (d), The pwduct listed herein compiles with the 2007 Florida Building. Product description: Casement window, impact resistant made of white -rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document drawing:number CWS -181 Revision A, dated 0611912008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3274 -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, t67.5psf design pressure,10.5psf water Infiltration TAS 203 -94 Cyclic Pressure Loading t80.0psf design pressure b) Report No.: NCTL.210- 3274 -1A, signed by Gerard J. Ferrara PIE National Certified Testing Laboratories ' ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18881E 1988 Cyclic Load Test, t60.Opsf design pressure c) Report No.: NCTL 210- 3276 -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, i67.5psf design pressure,10.5psf water infiltration TAS 203 -94 • Cyclic Pressure Loading *67.5psf design pressure d) Report No.: NCTL. 2:10 3276 - 1A, signed by Gerard J. Ferrara PE National Certified Testing Laboratories ASTM E .1886 -02 and ASTM E1996 -42 ASTM E 18861E 1996 Large Missile Impact Test, Level D. )Mnd Zone 4 ASTM E 18881E 1996 Cyclic Load Test,167:5psf design pressure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMAiNWWDA 101JI.S2 -97 Design pressure: . • i64.Opsf Water penetration resistance: 10.5psf 3. Anchor calculations, report number 61011.6, prepared, signed and sealed by L, Roberto Lomas P.E. 0* 000 t , n i`111 l l .tlJ ,• ...,� ,�� ...�,.� ,. , ♦1 /� g tiw i ,ji pe en ♦ay a `! ( /, . ...e b � � +� r � d � �'��1J�� °..c• , a ,rte . . ... s ee . -�� TAT 4 ) 1 of 2 • • • • • • �� i.7 ft O R Ott �. Roberto Lomas P.E. Enginrl Bring Evaluation Report + W2 Woodford Rd. Clemmom, NC 27012 Report N o.: 510489A 336- 945 -9695 Limitations and Conditions of use: Unit Size Max. D.L.O. Design Pressure;Rating Impact Ratin Up to 37 "x63° '29 Y4 "x55 Y4" *60.4 psf ; Large and Small Missile Im act U to 37 "x72" 29 % l "x64 " 167.5 sf Large and Small Missile lm act • Units up to 37 "x83" must be glazed with: ' /+* tGU consisting of outboard lite 1/8" Ann — Air — laminated Inboard lite consisting of 118" Ann 0,(}90" Sviutle or DuPont PVB interlayer —1/8' Ann, per ASTM E 1300 -42. • Units up to 37'x72" must be glazed with 3 /V IGU consisting of: outboard lite 178" HS — Air— laminated inboard lite consisting of 118" HS — 0.090" Solutia or DuPont PVB interayer -118" H�, per ASTM E 1300 -02. • Solutia interlayer per NOA.03-0827.08 • DuPont interlayer per NOA 067-1208.02 • This product is rated to be used in the HVHZ . • This product is impact resistant and does not require impact protection 16 wind borne debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.41 Installation: • Units must be installed in accordance with approval document, CWS -161 Revision A. Csrtification of independence Please note that 1 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, I don't have nor will acquire a financial interest In any other entity Involved in the approval process of the listed product {s} of EN i • • • fe off fee N u • ° ,n TAT OF '� Z O 2 of 2 000 • • • • 0 e i itt� `ra R -Lam", • • • • • mod' 0 o 'ti0let� �e °! V` ' 07147I046' r •c. _r ;•� 4'. CASEMENT ELEVATION (LARGE MISSILE IMPACT} M IMPACT REQUIREMENT. ' ' • 9 • • • • • - (SHOWN WI DIFFERENT OPTIONS) FLORIDA BUILDIN COD CURRENT EDITIO AND MANUFACTURED TO COhSPtY WTTH THE •.�...• • • •.• •86114'• • • OV 2 GLAZING DETAILS: (SEE SHEET 3) • 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. • . • . • UNITNOTH es 33 114' 4. DESIGN PRESSURE RATINGS (SEE SHEET 3) ••••• ' ' MAX OVERALL-MOTH - NEGATIVE DESIGN LOADS BASED ON TESTED Pfti_SSURE AND GLASS TABLES • . •v• ASTME13M 06 � — u • POSTTIVEDESIGNLOAOSBASEDCINTESTPRESSURE , WATER lNF1LTRA't10NTEST i • • • i } 1 PRESSURES AND GLASS TABLES ASTM E 1300 26 • • • { • . • • • I & sH 8. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS • • • • • I — — — PRODUCT. SEE SHEETS 6•a FOR ANCHOR DETAIL. • • • _ } 8. SHUTTFR3 ARE NOT REQU % • .. • • 7. ALL FRAMES AND VENTS FULLY WELDED. MAX 54 v4* rs tr4• • •. i I I S. REFERENCETMTREPORTS: NCTL 210•x274 -1A , NCTL- 210-32741 , NCTL 210.327&1A, OVERALL ; I OVERALL ♦ NCTL.•210M78.1, I ♦ I 1 S0H1 I I 0. SERIESIMODEL DESIGNATION GA44M 7r I I 64114' I ♦ lm WOOD BUCKORSTUDFRAMINGTO BE DESIGNED AND ANCHOREATOPROPERLY LAM T I I GLASS DLO f I TRANSFER ALL LOADS To STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBL17Y OF THE HEIGHT I , 63• , BP_1r4' ARCHTT9CT OR ENGINEER OF RECORD. UNIT I I HEIGHT I I GLASS nLO 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X- OPERABLE SASH MAX I s I SASH I MAX 1 HEIGHT \ I SASH \♦ I HHI I +/ I i I I 29 Itr OWL& 'DCO - RIGHT HINGED — SHOWN 0LA53 DL0 LEPTHINOED- OPP08ITE (: LEFT MNGED - SH ©WIJ RIGtST'HIN6EI)- OAPOSTTE A UPDATED PER NEW FBC REQUIREMENTS 10VO7108 TABLE OFCONIENTS ,0f ♦ •� ! a E P r 196Q S.W. 44TH AVENUE GENERAL NOTES & ELEVATIONS»..– ........ –_ –.1 ", a';,! ' r , : ^A FLORIDA 34474 ANCHOR SCHEDULE & NOTES–.-----.-2 D.P. CHARTS & GLAZING DETAILS_ » _» .. 3 e ' " ? �EiNFRAI NOTES & ELEVATIONS - LARGE MISSILE IMPACT t SECTION VIEW &ALT. BA7 7!112008 EXTRUSIONS & B. O .M.._ .................. "__».... 5•` _ =• ; .. .• ' ..:c •.n.;�f�lG CASEMENT INSTALLATION DETAILS_ _ _......___". "S PROPprnRYnNn coNnu TN6 NFORMATIONCQNTAM� W'IIi18 DRAN7NDISt THE 80L.E PROPERTY OF OUSYCM t 1-• T o4 `;. 8400 NTS " CVYS -181 WMOOW 3yMMS. IW-AW FtEPR0M=0N U1 PAR7 aR JSA VAi0LBVYInl=T tE •• FL P.E. N0.8761.1 n -- WRMr= NPERMSSI ONOFCUSTOMYWNWWSYSTEMS .W- -ISPROMBtM ;�� .•:. -'- A IOF8 ' �.^. •�'/f;. C`. - �.. , . PV C• T c .g ♦` > X9 1 • � ♦ i. (. g ' . (� •,y 1 ,� � - P... • T-• • ,,, V im' y� y . ••,,..L: . • • i • ♦I i 122' • e e • f 1 Np) a SEE NOTE 8 • m. I 1 ••• SE ROTE4 trym 8�W.V. � �� SEEFJOTE2 1 }� 0 C sEeNOTEe e �, ♦ 4• MAX. (TYP) 0 :00 0 000 S" I (m T ••• ee 1 e •• 0e• • 00 • LUX. D.C. • O.C. • e 18"� / X. •••••• MA o.c. /f �� • .•• i •:•••e - e • _ _ _ 1 • •e•• i � t NSTALLAT16N INSTALLATION `� \\ ANCHORBWP. ` ANCHORSTYP. i i . 1 t - �hICHOR LAYOUT- fFLANGEl ANCHOR LAYOUT- (FLAh]CiET ANCHOR LAYdU7 -(FIN1 ANCHOR LAYOUT -tF1N) TtiRIlPRnlffdEL�P [fmCDORYasONrtY n PEN4Ki} TWN FMUe JGI.IP{tVOOD Oft NnSDngtr OPTww37 ' TNFNJ +GUeOcPeNrxtl INSTALLATION THRU RN.RAFW LWOOD OP6TANOJ NOTES: e FOR LA'IITSlJP T091"[72'�-^` FaR UNII'9 Ltt+TO 37'z8T _FOR tMR8lR+7057"z7T ANCHORS TYP, FOR UtdT81lP TO 7f'zS5' 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. R�TALLATION 2- SHIM AS REQ O AT EACH SET OF INSTALLATION ANCHORS USING LAAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 114°. USE ANCHORS TYP' SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3!16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF t 11C INTO MASONRY THRU FW& OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A'MN• EMBEDMENT OF 13W INTO BY WOOD BUCK' S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7, fiFJtL CORNERS WITH SMALL JOINT SEAM SEA[ANT. A UPDATED PER NEW F8C REQUIREMENTS 107107= 8. ALL INSTALLATION ANCHORS MUST BE MADE OFA CORROSION RESISTANT MATERIAL OR COATING. ♦�a3 r %'c1 /? B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WrM ANCHOR MANUFACTURER'S INSTALLATION NSTRUCTIONS, AND ANCHORS SHA� NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 4\ >. a o 19W S.W. 44TH AVENUE �`` f . OCALA, FLORIDA 34474 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOtMNO PROPMrps: +' %i %' r '> •. ' = t - s-- ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT A WOOD - MINIMUM SPECIFIC GRAVITY OF G=442 � ' c .p B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSL s C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90. GRADE N. TYPE 1 (OR GREATER] o , ^ ±. Y .,t �; PVC CA3E1dENT BAT 7/T12008 rRwRtTAxymw THE INFORW'n0NCONTAtNW IN THS DRRMN[i[i �. PF(WENfXt COMM ••• �- 1i1�1'AIUMAfi4 � 64DO NT5 `CAS -lel twNDV.v SYSTE)AS.INC. ANY REPRODUCROr1 INPAAi OR ASAV}RWlZyJlYtictUi'THE FL P.£. NO. 62814 a �•i wen7EN PMIMS$ION OP CUSTOUruHr DM SYSIEWS. W. IS PRC IWTaX ' r ' A 2 OF 8 r� • • • • MODULAR SUM (UNIT W VMO W SUT) • • • • • • • 0 A81GHT(IN) %WDTH (1141 GLAS► VgE 30 • 2 112 31 112 35 t!2 39 112 41 111 43 112 471/-5 51 112 53 112 55 112 59 1!2 6t 314 63 112 65112 67 112 7a:514 • its'i1• • r• • +67.5/•67.5 +67.51 -67.5 + 67 67.5/- 67.5 +67.5/- 67.5 +67.5/- 67.5 +67.51 -67.5 +67.5/-67-5 +67.51 -.5 +67-51 -67.5 +67.51 -67.5 +67.5/-67.5 +67.51 -67.5 +67.3/- •6 67.5 +67.51 -67.5 +67.51 -67.5 7.51 -67.5 +67.5/ -67.5 12 C, '• • +676/-67.5 +673/-67.5 +67.51. 67.5 +67.51- 673 +67. 5667:5 467.51-675 +67.51 -675 +67.51-67.5 +67.51 -67.5 +67.56.67.5 +67.5/-67.5 +675/-67.5 +67.51 -67.5 +67.51- 67.5 +67.5/- 67.5 +67.51 -67.3 L 1 C, 0 • * 4671 147.5 +6751.673 +67.51-67.5 +67.5667.5 46731-67.5 +673/47.5 +67.5/ -67.5 +67.51 -67.5 +67.51 -67.5 +67.5667.5 +67.5/-67.5 +67.36673 +67.5/ -67.5 +67.51- 67.5 +6731- 67.5 +67.5667.5 9 Y 0 1,41 • +i ' 467.51- 67.5 +67.51 -67.5 +67.51.67.5 +67. 5667.5 0+67.5+- 67.5 +67.51 -675 +67.5/- 67.5 +67.51 -67.5 441.5 /-675 +67.5/-67.5 167.51-67.5 +67.51- 67.5 +67.51- 67.5 +67.51- 67.5 +37.547.5 • 31 tit G, b • we,, • +67.5/-67.51+67.31"6731 467.51.67.5 467.51-67.51+67X47.5 +67.5/•67.5 +57.5/-67.5 +67.51-67.5 467.51.67.5 +67.51-67.5 +57. 5667.5 •6731 -67.5 +67.51.67.5 +67.5/-67.5 35 fk • • • • • • • +. + 1 -147.5/47.51-167.51-673 467.5/.67,51 447. 5667.5 +67.51.67.5 447,5/47.51+67.51L673 +67.5667.5 t67.51-67.5 +67.5147.5 +67.5/-67.5 • • b • • • • • r + • +67.51 -67.5 +673/-67.5 +67.3167.5 +67.51 -615 +67.51- -67.5 +67.51 -67.5 +67.5167.5 +67.-5/-61.5 +67.5167.5 +61.5 /-67.5 "731+673/-67.51+67.5/47.5 C SIZES (73P -'1617 00009 • ••••�• HEIGHT {LI4) . W ]bi]i (IN) G 21,114 38 313 50 5 36 63 72 • -G 1) - ++67„41.6/3 +6145167 S 7.5 +67.51-67.5 +67.51 -575 +67.5/-67.5 26 t!2 • +1114- • • • 51675 +b7 67.5 +fi?3/ 67.5 +67.5167.5 +6 ?3/-67.5 b • +67.51 -673 .5/- . 51- 67.5 +67.51- 673 +•67.5667.3 . MDDULAB sma {UNtfw]N ow 9121{} HEGHT{I14) WIDTH (IN) G LASS TYPE 10 29111 31 112 35112 39112 41 112 43112 47112 !(1 111 53112 5512 59 111 • 61314 17 718 A, 8 4601 -60 +601 -60 +60660 +W.60 +60 1-60 +601 -60 440"0 +60660 +60160 +60160 +60160 +60/-60 +60660 731/2 A,B + 601 -60 +60t.W +601 -60 460/-60 +601 -60 +60/-60 +60/-60 +601.60 •+501-60 4601 -60 +601.60 +601-60 +601 -60 27 112 A, B " •+601 -ba 460/ -60 4601 -60 0+1+01 -60 +60/-60 +601 -60 44-60 +501 -60 +601.60 +6110 -60 460/40 -w/ -60 29 in A,B " +60150 461/-60 46040 4601 -60 + 601 -60 +601 -60 + 601 -60 +50 %60 +601-60 4601 -60 +601 -60 +60 %60 3W OVERALL 31 111 A,B • • +601-60 +60/50 + 60660 4-601-80 +601 -60 + 601 -60 4601 -60 +601 -60 +60640 +601 -60 +601 -60 I TAIRSPACE P E MASS 35112 A,B • • • +601-60 I +WL60 +6040 +6040 4601 -60 +601 -60 1 +60660 4601 -60 +601 -60 +60660 5114' (AWNATEO 35 314 A, It ► • s • +601 - 50 +60660 +60%60 4601 - 60 +601 - 60 1 460660 . + 60660 +601 - 60 +601.60 Va' HEAT STRENOTHENFD GLASS CBMMDUIIY 91214 (TiP - 71P} VW HEAT STTRENr3 ' 2TOtGHT {iN{ W 7DT11 (IN) GLASS TYPE 11 L14 35 313 50 518 5b 63 19 1/8 A B 460460 +601 -60 +601.60 4601 -60 4-601.60 314 OVERALL. 261/2 A.9 " +60666 +60660 4601.60 4.60660 VW WATSTRENGMiDW GLASS 37 A. 8 • +601 -60 +601.60 %01.60 1 +60660 5718' AIR SPACE _ _ _ _ _ _ _ .- _ _ 6116" LAMINATED _ - 118 I1EA'PBTREN4IFiBHEDt3LABS - - - -. - "NOTR£CDM)AENDED - 3141 OVERALL 314' OVERALL 3+32" DUPONTPVB INTERLAYEi 11&' ANNEALED GLASS 118' TWERED GLASS 118" HEAT MENGTH134M GLASS NOTE: 6118" AIR SPACE 5110' AIR SPACE 1, iF SIZE (NTHNDED IS NOT 6MS" LAMINATED &is• LA R+ATEO GLASS TYPED SHOWN. USE NEXTLAILGER SIZE VW ANNEALMGtASS 1B' ANNEALED GLASS 3132' DUPONT PW tNTERMYER ' 3+32' DUPONT PVS INTERLAYER - 11e^ ANNEALED GLASS 114' ANNEALEDGIASa A UP ER NEW FB REQUIREMENTS 07107108 t ,t 17 4=1 S.W. 44TH AVENUE S31ASS TYPE G OCALA, FLORIDA 34474 Ole 0 MVIN • ; �' = OP CHARTS St GLAZING - LARGE MISSILE IMPACT PVC CASEMENT BAT 7/+2008 GLASS TYPE A GLASS TYPES PROPPIC'TAW N® COAFWe n%7 L " f r1- 1 '' rMv4FO+ Maro rt+U0If7 s CONTAw IN11*8OWWMISTMSOLSPWM'tYOR"cu�w L I2oS�RttSt � .8400 NTS "CWS -181 W eYSTEMS, PC. ANY REPR0I8.GTION It+PART OR AS AYQiOLE tM'O�rifi St¢ E FL P.. -62514 3 OF 8 WWrMN PERMISSION OP CUSTOM WINDOW SYSTEMS. tNG IS PROHMrr 0- 1413 . q :00 Go • • • • • • • Uwt' LWIDT)i ••••• s•• • •s•••• • e • i • •� EXTEFUOR •0•• � • OVERALL FLAN3EV00T11 f MtCAL HORIZONTAL SECTION )OR INTEMOR UNIT 1IE1Gtff OVERALL Jif FLANGE . HEIOHT pill t 3 A UPAATED PER NEW FBC REOUIREMENTS jn71O7M8 4 WPICALVERTICALBEC11ON • t '� " w� -- fl 7 E FIN FRAME 1900S.W.44THAVENUE � EM OCALA, FLORIDA 34474 a" �i ' • 22, 25 33,38,42,46 48,51 53.R 1 T -' / SECTION VIEW 1 ALT FIN FRAME - LARGE MISSILE tWAG E USED &UT NOT SHOWN FO Ai21TY. 1 ;: PVC CASEMENT ' 6A? 7(11200s vRaPR�rnlrraNn ca�roeNtw ~` L R09ER7o 106ttsc , 8400 NT _ CWS 181 THE 04MFWAMCM CONTA1N3I1N TMs OkwYtrx3ts TliE SOLE PROPE1tIV GI+CLr$'tOMd X w1NOM SYMMS.IN ANY RFPROIXICYIONWPARTORASA1NFtQ CEY7TFi71lrTFffi FL: P.E. NO.e?St4 a ,. A 4OF8 'HR(PIEN PERMISSION OE CUSTOM KINDON SYSTE,tS. ING IS PR014Ef bms Parts D«sert tten FRAME CORNER CONSTRUCTION • r h18030 �+ WiN, .^ -- -•3 t1Q" --- -9 t!8"- ----�{ • 1'14= Cot4a1,mm ro If • 3 I4L030 . UA71. SLL • • • M • P-4050 W&- AULVLM -M (A50 4371,=1 6 116030 FR. CAM, WSK d8amw • 1 3 6 7 8 P .AI1114N,tA, { .437) J6, RX3F4f - • • �• W8030• FR•f4¢tSE, NAN, JB., 3 21132' Odom s ti9t (00 X.437) is, U. lr 41n' • 48 H8008 SASK cAm yw , S-t • .9kSE 8A$K TOP&* e n' Haoo3 rAm 6aT. • •1! • 6-,s6s Raw. CASE. BASK _ 13 H4006 st{ oABE. wE18Af,gw* • �' �•,. • •�•• r &ASesA PVC FR. CASE., MAIN (FLANGE) H-6030 cosNeRwew {AU 14 HS • �18E . • 18 F� W87PA�.2TiGZ.15 W4t tLTPyFr4•RAMSASH .ztu32'. t' . SASH CORNER CONSTFt11CTIt N is P-my LWSFnt, PVC FR. CASE., MAIN (FIN) H-6030 18 83217 WnP.KH7EL84F86AL.SkM - , 21 H-1583 StFtE$tRAt. TC7MM 21/4' . 22 8.1604 AtxFlTR CEO 17r3T' 23 &8016 t9L2. S13.3K•, FX6.,l�IL. g t 24 SS018 aZ. W L 25 P3687 td X t• M Ftt7B12,2AC• SCRBN 25 P4M SS- 32X112•PH1't MSS 11MF- PVC SASH, CASTE. H -6008 1 27 P40/i t-NtSl.Q STU, ROTO QP6t. RO70 tW1E. (Yikiiq _..._...i CORNER YtEW {ALL 5113M 26 P-400s BLPPCfti 'PlA {!bawl 17132' 28 R40DB ' LOCX ,A4LTFFONf.tmTOH7AE.1iA•IIL� 30 SCREEN RAIL, TOP /SIDE, H -1893 31 P-1w2 SFtaAR070L1797ATGRR4TOfG4VEt4B�i 1 ALUMINUM 6063 -T6 m P41109 ITMCK&M LG92Ab'SM.,ROTOOFffL.fbDTO 33 P4016' STtAsW.ftOT00P93 ui.WmHv& . 34 SCREEN RAIL, SIDEMW H -1592 2 4 6 8 36 mrcxAwawaaASfi SWLt rQMCASW0M ALUMINUM 6063 -T6 36 P4o20 BtR'FORTWASFIE3i ROtoa4�•ta7m F33A4;. {931 y4 . --'•�'rt 1n6- 37 P4m f8-32s 3womdF6 w 1116'Lsdm s1 Rom op. 35 P4M4 t348>0:7, imTO fx�T.,ttoTn li7l{E, 1118' 39 P•403,• P4040 TIFr84R8, FOTO t4JLtE 1SLOL7CPUN[8, SS {RY Q4 i•Cs2' .71� . -11r16• {o ELM THaARI�oF;Ratn 17]iAE 2 vz• --� uss� - - - _ _ — - 41 P aul � BtRt " lWoM A COIL .05 X .437 P-4050 4043 42 RsE MBIA -ss64 ANCHOR CUP, P -3780 SASH REINF. 5 -1605 ALUMINUM 6063 -T6 43 P•b752 civifu 4. twr as ALUM $063 -T6 PVC GLAZING BE.A"016 ALUMINUM 6063 -T6 4i P�3478 tipT LB.T.TPoJ8FAt.'H' 45 P-33A2 SET. 61_K as mpU 114• X 514• X2• L.G. .46 FL3M CS- 340000LCCEWAAWF 76'RCTA13 . 47 P-3881 t@.4OmW LSL. {t•F(8'• m 2 8118" A UPDATED PER NEW FBC REQUIREMENTS 107107XIS 46 83813 ausLSL ( Loop ) 1118'. - 318' 48 GLASS, SASH 60 R338t SPACER OLRAWAt. gn wi[£T 3 I p 314 61 0.1381 l;C1 Xf IX.OTK 18 X 18 F 3lAG5 1 V2' fl y� .. s r . • (.." •, . i.' : . u P 3228 9 SFLt{ti.165 VA.HL1c 4 2 , „« WO S.W. 44171 AVENUE 63 P-3t87 SCF 3tCORtA4KE/ g1 V4' .'�''^ q `" t. OCALA, FLORIDA 34474 . 54 P•3t96 SCREE ISPFMA NO HXE1BtSl'1t+1 a ` ^�' 55 83028 8CFeNt FTOUr PLAN VIEW OF ANCHOR CUP r �'r - •�,' mm . EXTRUSIONS &B.O.M. -LARGE MISSILE IMPACT Ss A3538 mx374 CLL\aFtllss 2?C,SCR£Y WC CASEMENT C BAT 8391 7(!12008 s7 8 Sunup. S.4. FNC PROPISE7ARYANO COlF1U£N7TtL •• ••,1 S' % i � a 58 H -6030A FR. C&W—w FN MJE POORlMr10N CONT/VNED IR TKSMAVANGtSTF1E SOLE PROPERTY OF "L: I�tO8CIt7 CT LOF B� 8400 NT CW3 -16t 54 R3113 6CREwSUPPOfTfFORwC LVR PER ON�OFCUSTOMVNN0MSYSTf PART PRR M81 FL P.E.,b1E).fiZBfi , ,: A ' ;OF8 ' i1' gat I (• ,.�• •�' 4�o e00•,r i, ;� 00 1.1/4 1/4• MAX. SHIM Vr MAX SHAT --`{ 13@: • 0 • (MIN. EMBEDMENT) I (SEE NOTE 2 d 3 ON BHT. 2) (SEE NOTE 2 b 3 ON SHT. 2) I N. EMBEDMENT} • • • • • • • • INSTALLATION ANCHOR, • • • • • • • • +; • 3/1G DUI. MASONRY ANCHOR SID WOOD SCR R • • i • • ,° �A e • • • • • s • • • EDGE OtST.( ° • n • ANCHOR CUP ANCHOR CUP w • e • • • • • • • • • • AND OPENING BY OTHERS ° • a; n ° OOMRETEIMASONRY + 1 HY WCQb SUCK A « BY OTHERS • 0000 • •• •• •• n A; 1BY CO i•ICRLhFtIIWSOIki`! • • Aa 2 8Y W+oOO BUCK • • • • BY 6TH R• • s • s • • • CO OTH ETEtAAASONRY •' • BY OTHERS -� 'o' . SASH BI6 N • • • •!:X'TER108 �� • • • s \ � •' • RAIL � + ' n BY oTHERB • • BY DTH • • • }� - x-2]1?" • o , B ETWEE N • ••• 4 0 N ••• 9 I I � D • ANDOPEWNGHYO � • 0 • a an s • 0 • • $ - t+ �. « b CONCRETEIMASONRY BY OTHERS A • • • �4 .1p• •s D' « o A , �O •. s . D 1114" a a a • • i s • • :o r A. o P '► a- ' ► ♦ (MIN. EMBEDMENT) a A - o• • • '�•.$ • • 1 BY WOOD BUGK p • o • • `� WINDOW FRAME WINOOW FRAME +op ° • n BY OTHERS . 0. o b JASME .LOMB PERIMETBRCAULK ° tq wp+•O T PERMETER CAULK 8Y PERIMETER CAULK 114" MAX. SHIM EXTERIOR FINISH SY INSTALLER PXTBiIOR FINISH SY INSTALLER (SEE NOTE 2 S 3 ON BHT-.2) - 13Y OTHERS , BY OTHERS BASH BOTTOM INSTALLATION ANCHOR, iO RAIL HORIZONTA SECTION WINDOW FRAME 31ib MASONRY ANCHOR % CUP WASONFtYy BEAD ANCHOR CLIP ANC3-011 CLIP SASH TOP RAIL WINDOWFRRFRE INSTALLATIONANCt OR. Wl 3113" DIA. MASONRY ANCHOR SZL PI]29d ETER CAULK IW MAX SHIM BY INSTALLER ( � 2 8 3 ON BHT. 2) SASH BOTTOM - EXTERIOR FINISH RAIL ANCHOR CUP BY OTHERS � .; •r. D WINDOW FRAME A . . s D Q D.� BILL S LA_M A D MASONRY NOHOR ♦• :D •'r *P * w ♦ a 11!M PERIMETER CAULK N.• EMBEDMENT) b ,�+ •. r_♦ D f �� -0 D D p k {MI BY WSTAU ER " V4• MAX: SHIM . ►D y r r r - DD (BEE NoTE z a a pN s»T 2) D • p! D Q 'D p' ' ► : r P EXTERIOR FINISH Im - gy - r D BY OTHERS D D • P : BYOTHER (MIN. DIST4 o.P . ALTE RNATE PRECAST BILL DETAIL • Ow O Aa s } + w aw >s aP t+ •°'a0 ' +� • w T CUP MASONRY) A A ... P • A i . e a �, ; o ° i, ;,, ,.. '"'o o P A. UPDATED PER NEW RC REC UIREi41ENTS 97/47108 1 i14• .. s. -;. ° ,o: +.. ° •. mo o. a >+ w ~.o.. (MlN.EMBEDMENT) 4-t� P. w wA ar• • a 1 BY WOOD BUCK t y.rp/ Sy CONCRt"TFllM80NRY BY OTHERS ',' 1 s • 4 'u,',�a 1909 S.W. 4ATH AVENUE BY OTHERS (MAN. EDGE DIST.) . _ dad' a ° . •(}GALA. FLORIDA 34474 VERTICALSECTION y a�'""'� 'pg . CUP (MASONRY) ° Y TALLATIQN ANCHOR WICUP DETAIL - LARGE MISSILE IMP AM i ' SAT 71]12048 , _• sit '•� � .�.. ` PVC CASEMENT PROPRETFPYANO COboaawmL 4 L. ROS RI v 8494 NTS .: CYJS -16i THE Irlr dwnoN COnrtAU+Sn w Yws ORAx�W M Tti SOLE —FERTY & g m tr( y {I ffi • V& JDOWSYSIEMS. W4 ANY RFPROM )CTIONIN PARTORASAvoo-Ewno- - o FLP.E Nq. `_�" .a.r A SOF8 WRITTEN PFRIaSSIONOF CUSTOM VYTRDOWSYSTmas- 04C, t8 PROI=Tm P e .+(�.' ` °am �•,�� .�CrP � :1 ?� �� Ec: %i1.i•;✓i49 4th l � • • •••• 113Y WOMB= • • • DRYWALL BY OTt1EFt8 1. DRYWALL • • • • • • • • • BY OTHERS LIMN. EmSemEN•Q BY OTHERS • • • • • • • • • • INSTALLATION ANCHOR. 311 S" DUI. yf t 114" MAX SHIM 1K" MAX. • •:, �. • ti rt ti • • • • w • • • • • • MASONRY SCREW WNEOPRENE ; • (SEE NOTE 2 8 3 ON SHT. 2) (BEE NOTE ZS 2 & 3ONSHT.2) ti • • • • BACKED WASHER THRU SCREW •• «,•�•r�•• ';SK••ti_t•• • • • • • i • • s SUPPORT +a ' 6 CAU X UNDER SCREW CAULK UNDER SCREW A ► A • 2 BY WOOD BUCK HEAD BY INSTALLER HEAD BY INSTALLER • j y: BY OTHERS • • • *00 • • BY OT w� CAUL BETWEEN BUCK • • • RAIL AH SID A IN STALLATION CREW WIN 7PCH ANCHOR, #10 WOOD • 1,0 AND OPENING BY OTHERS 000* • • 2112' • • • 0 a WASHER THRU SCREW SUPPORT. • • • • Bi EDGE DIST.) • • .. , 4 •••••• •• ,•S � �. •.,• At}► • • � DRYWALL ; t CAULK BETWEEN BUCK • • 0 1 0 :� t 0'. w a • • y�+ ' 3Y OTHERS ' b • ' ` • • AND OPENING BY OTHERS • lM 1:A7BEDIAEh$) •b I.P • a s p . s . , •r • + a (MIN. EDGE 0(ST.) 4 4 ; t 0: •t- r - - 1 BYWOODBUGC ' - y► CONCRETEtMASONRY 40 • • • • • BY OTTERS t t :'.. JAW FRAME p S q,. {. BY OTHERS Fo. EXTERIOR FINISH•' �'—''''} 1 17d" B INSiMi CAULKWfN�7W FRAME EJ(TMIOR FINISH Y I 8 OTHERS IN. EMBEDkAE 'U4° 14AX SHIM BY INSTALL CAULK BY OTHERS ME'E NOTE 2b3ON Off. 2) EXTERI0RFlN18H BY INSTALLER , PER CAULK f�_ HORIZONTAL SECTION BY OTH13ffi HORIZONTAL SECTION BYINSTALLER FRAME(MASON" FRAME (WOOD). CWLLJIKUNDERBCREW WfNDOW FRAME HEAD BY INSTALLER INSTALLATION ANCHOR 3118• CIA. HEAD • SASH BOTTOM MASONRY SCREW %*IEOPRENE BASH 70P INSTALLATION ANCHOR. 3YI(` MA. iLA6. BACKED WASHER THRL7 SCREW RAIL ' MASONRY SCREW wiNEOPRENE SUPPORT WINDOW FRAME SACKED WASHER THRU SCREW SUPPORT ( CAULK UN13ER SCREW HEAD BY iNSTAU ER PERIMETER CAULX BY INSTALLER 114" MAX SHIM INSTALLATION ANCHOR 3118" DIA. (SEE NOTE 2 8 3 ON BHT. 2) . MASONRY SCREW WNEOPRENE EXTERIOR PUSH SASH BOTTOM SBACKKED E WASHER THRU SCREW BY OTHERS - p . r •• ` » « * ., r p• UP RAIL WINDOWFRAME CAULK UNDER SCREW ' r p . r ` D y` . r• rP r .'rP L]L4" SILL . HEAD BY 1NSTAII.ElL D . .D r ' •D . p, P D D p D p PAXEMeE+ENT) ir BYERUEA�LLE CAULK _ M Otfi BY OTHER STR UCTURAL D ' i . ► D r P p ► ' p . U D • 114' MAX. SHIM I EXTERIOR FINISH 2 2 b 3 CONCRETUMASONRY (INN. EDGE DIST.) ~' BY OTHERS ..� . BY OTHERS {r:.'�:•� .a. ` ``•-- SILLSTOOL ♦ + m t + A♦st BY OTHERS ALTERNATE PREC SILL DETAIL m. b� . °:? b p ,.: • w : ; m r. t m + ♦ + FRAME (MASONRY) A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 ► USE S OLID W000 SUPPORT ` A, t p a �+ �♦ ♦ ° b b • ` • m +� 1114 TO MAKE SILL LEVEL p ♦ • A ..: i a A �' • a ` • a . ♦ • i pt °' MN. EMBEDMENT) BY OTHERS b b . : ¢� A • O t . �b • : • A . t • ��•' j}' (,..w�.. ^. IBL.• -� CONCREMWASONHY Z1t2"- I"' ar" • t,i•' o wJ.a�rIbW S.W.44THAVENUE SYOTHERS .(MIN.ED6LDTST.) ^ ,r•;, • '• • ,�.� a , a PCALA, FLORIDA 34474 • • • 'u:.iMSALtA ON ANCHOR THRU FRAME DETAIL- LARGE MISSILE IMPAC VERTICA * Q. • ; . ...:w ;PVr- "SEMSW HAT 71712008 FRItt [E IMASONRY) PROPI=ARYANO CONF1DEtR6SL . r n''$"• • • }• •:•} -� � • %' f — 6400 NTS " CWS•16t THE WFORMATION CONTAINED IN THIS ORAWNGS THE SOLE PROPERTY OF L�Ss7• s L. R6i I° TO LOMAS o •'•: LNNOOW SYSTEMS. WO. ANY REPRODUCTION IN PARTOR ASA WiOLS WIT tOW D Ft_. P.>« NY�:52514 ,' n ' 4 • A 7 CF 8 WRaTENPERMISSION OF CUSTOM WM30W SYSIf7M ITC 1S PROKWTM. - ¢ r •••• • • • • • • • • t tom- INSTALLATION ANCHOR • •••• • • • • • • • • • • • (MIN. EMBEDMENT) !B WOOD SCREW • N • • • • • • • 18HEATHING • • �Y OTHERS ' CAULK BEHIND FIN e, 00 0 BY lrj%Lpqto •i•• ••• • •••••• ' N 213Y WOOD BUCK • • EXTMICR FINISH ' 4 2 BY WOOD BUCK BY OTHERS 000** • • • BY OTHERS —114" MAX SHIM B SI!lLAS • •', n (BEE NOTE 2 & 3 ON SHT. 2) • • •. PE MIFrM CAULK . d4 • BY 1JRl " • •••• • ••i••• o.,da INSTALLATION ANCHOR SCREW • • • • 6Y USTALIER •••••• • • LIW MAX.SHtM • • (SEE NOTE 2: S 30N SHT: 2) Az WINDOW FRAME (MM EMBEDMENT) HEAD ' SHEATHM ? o nd� BY OTHERS d • • 'd r EXTERIOR FINISH BY OTHERS WINDOW WRAP CAULK BEHIND MR PERIMETER CAULK BY INSTALLER BY INSTALLER BY INSTALLER WINDOW FRAME SILL ., HORIZONTAL SECTION L$ %FIN (WOOD) " 114* MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW WRAP BY INSTALLER PERIMETER CAUQK BY INSTALLER a„' 2 BY WOOD SUCK BY OTHERS CAULK BEHIND FIN ;r RYINSTALLER o INST ALLATIONANCHOR. i8 WOOD SCREW EXTERIOR FINISH d A UPDATED PER NEW FBC REQUIREMENTS 07ro711T6 BY OTHERS SHEATHING . ,ty 4 % " 6 E i } • �, 0 _ BY OTHERS (MIN. Er)SWIVIE7NT) \t ��4. # , s r a o c " - -•• 1900 S.W. 44TH AVENUE r• ` - y ., t�' • OCALA, FLORIDA 34474 ® vERncALSECnoN - :.�,.; ,•,� �,,, ;, { FIN MACOO) T ANCHOR FIN DETAIL -LARGE MISSILE IMPACT `r - �.. PVC CASEMENT BAT 117t2D08 PROPWTWYMNO CQNMXNTRL - : ✓L NTS CWS•151 THE INFORMATION CONrAMM W THISDRAWNG tS THE 601E PR0iUrTc C9C VArsow SYSTEMS. M ANY R£PRO=TION IN PART CR AS A 1AMIOtELATTI'S&T� FL R.�t NO:52594 . • t "f A S WRITTEN PERMISSION OF aMTOM WhVaN SYSTT7.tS. W -MPRM0 a W7 — -� ilFdu4� BCIS Home Log In { User Registration Hot Topics Submit Surcharge i Stats & Facts Pubilcations FBC Staff { BCIS Site Map I Unks { Search { =r Product Approval �H USER: Public User Product Approval Menu• Product or Application Search > Applimtion List > Application Detail ,;• 6 q FL # LAPproved 2 Application Type � Code Version Application Status * ° Comments " $ Ar chived Product Manufacturer Custom Wtridow Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.ce 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 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph @cws.cc Category Windows Subcategory Mullions r� Compliance Method Eva ua Ion from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE • • • • • • • • • • • • • Validation Checklist - Hardcopy Received • • • 000 • sGertSflrcateiof :n4qptndence FL9520 R2 COI 5101908 (Impact 3 In Mull Eval) pdf • • • .ReferpWced S ndard and Year (of Standard) Standa Year • • AAMA 450 -06 2006 • • • • • •• • • • • • • • • • • • • • • • • • ASTM E1300 -02 2002 ••• • • • ASTM E1886 -02 2002 00 0 ••• • • • • ••• • http , / / www.foriddbuil • �ng.org/pr /pr app_ d.aspx ?param=wGEVXQ gvlHvmuJRWcZl... 6/9/2009 ASTM E1996 -02 2002 PA TAS 201/202/203 1994 Equivalence of Product Standards Certifled By Sections from the Code Product Approval Method Method i Option D Date Submitted 04/30/2009 Date Validated 05/04/2009 Date Pending FBC Approval 05/08/2009 Date Approved 06/09/2009 Summary of Products FL # Model Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange ap2lications. IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R2 II CWS 150A (Impact 3 in Muil)_p_df Approved for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL9520 R2 I1 Mlkron NOA 06 =1220. 0I.pdf Design Pressure. +67.5/ -67.5 Verified By: Roberto Lomas 62514 Other Large Missile Impact, Max. 53 1/8" Horiz. span, Created by Independent Third Party: Yes Max. 63" Vertical Span. Evaluation Reports FL9520 R2 AE 510190E (Impact 3 in Mull Eval).pdf Created b Independent Third Party: Yes 9520.2 " Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange 6 applications. IMPA LUse Installation Instructions d for use in HVHZ: Yes FL9520 R2 II CWS -146A (Impact 4 in Muli),pd for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02.12df Impact Resistant: Yes FL2520 R2 II Mlkron NOA 06 -1220 01.pdf Design Pressure: +67.5/ -67.5 ' Verified By: Roberto Lomas 62514 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Created by Independent Third Party: Yes Max. 76" Vertical Span. Evaluation Reports FL9520 R2 AE 510194B (Impact 4 in Mull Eval).pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL9520 R2 II CWS -192A (Impact 5 in Mull) pd Approved for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL9520 R2 II DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +67.5/ -67.5 FL9520 R2 H Mlkron NOA 06 -1220 0I.pdf Other: Large Missile Impact, Max. 1111/4" Horiz. span. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101976 (Impact 5 in Mull Eval�df Created by Independent Third Party: Yes sack Nest •• ••• • • • • • • • • • • • • • • • • DCA Administration • • • • • • • • • • • • i i *00 Department of Community Affairs Horlda Building Code Online Codes and Standards • • • 2555 Shumard Oak Boulevard • • • • • • • • 0:0 • • • Tallahassee, Morlda 32399 -2200 • • • • • • (850) 487 -5824, Fax (850) 424 -8436 • • • • • • • • • • • C 2000 -2005 The State of Florida. All rights reserved. Copoght and Disclaimer • • 000 • • • : • : • Product Approval Accepts. a 9 • • • • • • • • http: / /www.florida uilduzg.orl!/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuTRWcZI... 6/9/2009 1 1Vlllti4 LHllltiils VVVV V111111V 1 K�.V ✓ Vl ✓ y 5♦ ` s bbGUeoB vea�r r. • • • ••• ••: • • • • • • •• • ••• ••: ••• •• :• • http: //; ww.floridabullafng.or,&/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZl... 6/9/2009 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Report No.: 5101 "B Manufacturer: Custom Window Systems 1900 S.W. 40 Avenue Ocala, FL 34474 Product Line: 4" Mull tear 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 813-72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product dewdptlon: Extruded aluminum mull bar 1" x 4" 6063 -T6, part number H -1604. Supporting Technical Documentation: 1. Approval docu ment: drawing number CWS -146, Revision A, titled 4" Mull dear— PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas RE 2. Test reports No.: NCTL 210 - 3424 -1, -1A, -2, -?A, -3, -3A, -4, -4A, NCTL 210- 3426 -1, -1 A. 2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Oriando FL. • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: • AAMAM/DMA/CSA 1011I.SMA440 -05, AAMA 450 -06, ASTM E1886 -02 and ASTM E1996 -02, TAS 201, TAS 202 and TAS 203 • Mullions were impacted with #2 Southem Yellow Pine 2x4, length 92" and 9.25lbs at 50 ft/sec. • Design pressure: t67.5psf • Water penetration resistance: 10.125psf . o Cyclic Load Test: t67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 5101956 prepared, signed and sealed by Luis Roberta Lomas P.E Limitations and Conditions of use: • Maximum design pressure: t67.5psf • Maximum horizontal mullion span: 74118' • Maximum vertical mullion span: 76" • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as long as maximum unit size is not exceeded. • 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. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. Installation: Mullion must be installed In strict accordance with installation instructions document CWS -146, Revision A. Window units must be installed to substrate according to window manufactur'er's Installation Instructions and/or approval documentation. Certlffcadon of Independence. Please note that l 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, I don't have nor will acquire a financial d � ,any other entfty g vofved . in the approval process of the listed produc t(s). ' , f 4. �f 1 of 1 { J •i• �• •• • • • •• •• • .. . • • • • • • • • 4' MULL BAR ELEVATIONS • • • • • • • • • • SHOWN W/DIFFEIRENT OPTIONS 1. WE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHTHE FLORIDA • . • • • t BUILDING CODE, CURRENT EDITION, INCLUDMIG THE HVHZ. • MAX tr16RALi WS1TH • • • • • . • . i Z. CONFWRATIONS SHOWN: 53 Its" 1. VERTICAL. . • • • • • �� 2. HORI2ONTALf VERTICAL • • • 40LIS WR • 4. ALL tvB wW 04TRUSII3NS ARE 6013346 ALUMENUK • • • • .: • • • • 7�FDER FRAMING AND LOADD$ 70 MASONRY URPE PROPERLY . SIM AND FRAMING 18 RESPONSIBILITY OF A HITET OR • • • • • • • ENGENEER OF RECORD, • • • • • 8. CONTRACTOR 6 RESPONSIBLE FOR MAENTAINMG STRUCTURAL, INTEGRITY OF WIDOW OPMNG • • • • • • • • • • • • • AND ALL WOOD FRAMING AROUND WINDOW. • • • • • 7. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, • • • • BUILDING COOEB. ORDINANCES Off OTHER SAFTEY RECiUIRDUM RESTS SOLEY WITH THE ?8• MAX • APLCH4TECT, ENGINESR OF RLeWRD, BUILDONG OAR OR CONTRACTOR. H • • 8. APPROVED IMPACT PROTECTIVE SYSTEM E1 NOT REOUIRED FOR THIS PRODUCT IN AREAS WNERB X WIND BORNE DEBRIS, PROTSMION IS RROUIRED. X 741/8' 9. REFERENCE TEST REPORTS: MAX OVERALL WIDTH � NCTL 210.3424 -i. NOT! 2t03424 N OIL B1 04 Z, t NCTL 21 0 4 24A24 NG1 .4A 1210. 3424 9. NM 2104424-3A, I�;'PL 210�I24�4. NCTL 21.9�4A NCTL 210- 342S•t. NCTL 21"42S-lX NCTL210.3428.2. NCT1.2104428.7A, fK*N NCTL 210.342", NCn 2t0.3428.3A, NCU 21"428.4, NCTL810.342S.4A 10, DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL \ O 11. SEE MULLION CHARTS FOR MA)WAUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. 3711tr (SHEET' 2 $ 3) ANOHOR 12. DESIGN PRESSURE OF MULLED UNITS SHAD. BE CONTROLLED BY THE LESSER DESIGN PRESSURE CUP OFTHE MULLION OR THE INDIVIDUAL WINDOW UNIT. 13, SINGLE UNITS TO BE MULLED ARE NOT UMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS � HOR TO BE MULLED TOGETHER MUST BE MANUFACTURED BY OUSTOM WRIDOW SYSTEM, INC. AND MUST BE MADE OUT OF VVM PVC. V 14, HORIZONTAL WA LION SHALL OCTEND THE ENTIRE WIDTH OF THE WJMED UNIT. VERTIGAL.muux M t=II6 IS USED TO MULL tOP AND BOTTOM UNITS TOOMER AN UM TO THE WRIWNiAL MULLIM MAX OVERT I VERTICAL MULLED U WM MAY BE MULLED %DE M-L.Y AS LOM AS THE S1N4L£UNIT WITH Ate 7g HEIGHT ARE NOT EXCEEDED. AND MULLIONS ARE ANCHORED AS SHOWN HERE 8L PDATED PER R TABLE-OF �+--- 3T ---� , ANCHOR GENERAL NOTES ELEVATUONS . » ».._t o rc o &W 44TH AVE: , ANCHOR NS2B x► o Fl RIDA 74 DESIGN PRESSURE WARTS » » ..... .. ... „ .3 NOTES A ELEVATION-4' MULL BAR EXTRUSIONS MULL BAR SECTION VIEWS » »»......». »._6 stnAt r. d a: w • a, » MULL BAR INSTALLATION DETAIS...»..»».»........8,7 t�WwteMansttatrLtn�APN AxoaoRS OSOwrlexstsltleevt :.?�_•a a &f48 WWOMSYSTRgA INMAMYREPROftJOTMSPWORASA L. • wRrImPmwlssm orcusroNw*om evemy"WIM IB a F4 P , 'I A 2. , - .. `rpm �•. _ p +Tiy 6 � a d ' �� ' "'='` ' i ,r • • • SEE SEE NOTE 8 •,•••• ••,• • • • ••r••• : •,•• •• •• SEENOTE8 .... O.M a • . •••••• a st- ENOTEs MAX te• MAX O.Q • • : 8' 8• MAX MM MM MAX CP1 soon • fWPI • • • •�� rt 8• i • I'tYly • , • • 12 yr MAX a MAX. a •• .•• tT d.. a a °mm o a a a x x x x x' x x x ANCHOR ANC{ { pR ANCHOR ANCHOR T14RU FRAME ri t tTYP9 FRAME �� { P1 FRAME FRAME O�R � �S NOTl�: - 1. IIS'TALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE. OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WINDOW UNIT 04TAUATM INSTRUCTION, W H EVER REQUIRES MORE ANCIAM. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/i r DIA 17W TAPOON OF SUFFICIENT LENGTH TO ACHIEVE A 1 t14• MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WR'H #14 WOOD SCREW WITH A 814 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1 318" MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MULLION LOCATKIN, ATTACH WINDOW UNIT THRU FRAME USING #10%1 IiEK WASHER IiF.ADTEK SCREW 11TEM 02). B. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATINQ 8. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTIQN. A UPDATED PER NEW FBC RECiUI ENT$ 07147108 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTH8 LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPF,l o r� 1800 SW 44TH AVE t A. WOOD , MINIMUM SPECIFIC GRAVITY OF 0+042 �► �% �i FL RIOA 74 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH ENarH OF 3244 PSI `^ o�` . �.. ' <s �: • C. MASONRY • STRENGTH CONFORMANCE TO ASTM C•90. GRADS N. TYPE 1 (OR GREATER) "! < a $6 ANt2I1R SHCmULE 7 NOTES • 4• " L m PVC MULL BAR 41131E009 PIIOPR1ffMRYA161COM�li44L y A a 5+•::1: • °eta. � m,�.y!: WMMSYSSYSTEi &M �°�tMIMP�GRAB v yr j. CW 146 WNTTENP&INf6810NDi'Gi�TOMYthbOW B'�TEIi6.t�G.�PA •. •• A Z�OFT •"" ;�,� °- 'a tip w �S e ��tttiOtt 0 • • • • • 4' AL ROL05N I.4.18041A K 5-1522 CLIP, wo Omm REM CAPACtIY cwrt. PSF} WD'il- M {IVj HT(Ht H2 }• 35 47 55 58 63 71 741/8 CL JA • • • • • • (2}Bas {2) (2)3 or (2)6 J2)9 or (2)8 (2 )B as (2) 2)8 as (2}B (2)8 as 2) (2 )9 w (2)B 231/2• • • 28 3t/i • • 387.5 ±67.5 ±67.5 387.5 ±67.5 387.5 167.5 • • 291/2000 • 616 • • • 367.5 ±67.5 ±87.5 367.5 ±87,5 387 367.5 • • • • 351/2 • • 35 167.5 367.5 387.5 157.5 ±57.5 167 ±87.5 • 41 1/P • • 3 • 1 ±57.5 ±67.5 387.5 187.5 *67.5 ±57.5 ±67.5 • 471/2 • 37 / - 10 -- ±67.5 ±67.6 ±6 5 167.5 ±87.5 ±87.5 ±67.5 A go** 531!2 37 1L'4§_ *67.6 387.5 167.5 167.5 *67.5 367.5 7.5 • 591 • • • 37 1/1 367.5 167.5 167.5 ±67.5 ±67.5 t67.5 367 • . 65112 3 t8 51 • 387.5 5 ±67.5 ±67.5 ±67.5 -R 367.5 tit • • • • • 371/18 387.5 ' t67S 367.5 387.5 ±87.5 387.5 367.5 .72 37 1118 387.5 ±67.5 167.5 167.5 ±67.5 167 387.5 78 37 1118 ±57.5 *57.5 187.5 ±87.5 ±67.5 167.5 ±67.5 4" YF}M 80 14 S -1522 , WACT { ON CHART, $ LNTWUTHCWIW2.ffq 1+!) H} 17112 t 23 U2 27112 281/2 31 1/2 351/2 391/2 411/9 431/2. 47112 53 118 231/2 ±67.5 167.5 167.5 167.5 W-5 *67.5 187.5 167.5 ±67.5 WA .5 112 387.5 387.5 ±87.5 ±87.5 367.5 W.S. 16 187.5 3675 1673C:S7.6 351 12 367.5 ±87.5 ±67.5 187.5 387.5 5 187.5 387.5 387 5 187.5 41 V2 367.5 ±87.5 ±87.5 ±87.5 WA ±67.5 367.5 167.5 ±67.5 187.5 187.5 ±87.5 367.5 ±87:5 387.5 167.5 157.5 187.5 *67.6 187.8 387.5 367.5 ±67.5 387.5 167.5 16 .387,5 387.6 *8 ,$ 591!2 ±87.5 167.5 167.5 ±67.5 ±67.5 ±67.5 ±87.5 387.5 W. 167.5 isrs 651/2 WAS ±67.5 ±67.5 ±67.5 ±87.5 ±67.5 ±673 ±67.5 367.5 ±6.5 167.5 11/2 tors 187.5 367.5 W.5 187.5 16 167 387.5 77.5 .5 ±57Z 78 ±67.5 387.5 167.5 157.5 187.5 ±87.5 187.5 387.5 *57.5 ±67.5 UPDATED PER NEW FBC S 107 SW 44TH AVE ' :� -� a o' � • flAR4DA 94414 � . e t�'` _ .. • a "' Q�l Pty C?111flT8 • i' JrNX.1.0MP1 `• !!q!!IlTMlNrdo0M6afJW. +' .'C:f '~•$•¢ di1 ' PVC MULL "A 7lIHlIFOPgI{' flDllOOttTJiN9fN7FM60MMtWl4THE80t8 . +a r s . 9Y�iC17W BY8TfMB ,N0.MIt1�p60U6ifONNP1Y7T01t�Jt a Lgpp,�p� um 140 WIYf7Eft ►EnYI8810N OPt7UBT01tiMMtlga 8YSBAB. NC.1B ".FL.I NOnB b' ;«.,� 'K 3 T I g a•, 0 60ii'd• q a� �� I Z t .. 1 HA "4 MUEVI 3/1' x 4" PVC SPECIFIC wir ••� -- a8? � #1Qx 1 "H XWASHERHI= AO'i1wK Nis" _ -� 46 • #1 , PANHEAD PHIUPS ZINC $ ...4... . „ # Q T ASHER � 8` .. s REj8QfjlT MULL ANCHO CLIP DRIB ADAPTER SA 572 • ., -1 HOP20WIAL ANCHOR PVC ECIFI) ALUMINUM 6053 -TB 7 • . . • • - • 5 -1572 RV MPTER S-1571 APTER 3�+s - 8 -••--- o fT��` .i.... - - 13r1, 5" •- - -- . — • , 7tr 1 "'� HORIZ. ANCHOR 5 -1606 � 114' s ALUMINUM 6063-T6, FLAWE ADAPTER S•1571 sm ALUMINUM 6063 -T6 41W 4374• it 3isir 21t4• z�rte• O rte— 7 `• » -f 4 4" MULLBAR H -1604 Tt8` ALUMINUM 8063 -T6 s 23118• 2 3tt8" � HB" L 118" UPDATEB PER NEW FIG REQUIRBAENTB 0710 !0S RETRO CLIP(4" S -1522 RETRO CLIP(4 S -1522 ALUMINUM 6063T6 ALUMINUM 606376 `�` ( FIN) (FLANGE} • ate, tsoo sw4aTH Avtw y ' " t : "o ORtGA 74 f ,'' � • C!4:.� y q ` ' � gRRtl&4MSSMiLG11�MATEPItt►18 - 4 fiU1138AF1 PYC MULL SAR P AM 411312089 rrpuwotiwaraHCXxtr�eoratrtsowuwratet a• 2 CW8 -tA8 ' WNDOW 8Y$TBYW. W6.ANV R8Pgp0U6flON W PART iNE .�,`.. • • L. Fi08 Warttero P6tONORQ116TOMW4DOW re F1 R A ° 40F7 t see* 0000.. • e...� 000 WINDOW 0:0*** • • • • . WINDOW TRAWA . . FpAms 0 0 a 0000 0.0000 0 e0 .. 0..:.0 e.. • 0• 2 2 •.00. . e0 $El1INtPFLO. e • . • . e PRIOR TO ATTACHUX3 .e.e.. .ei. �IdlAalON � 1 • g 0000.0. 0 8 8 1 y omm SEE NOTE 1 FRAME MULLEMW � 1 8 4iOR : 'R1S L M LLE &E ifi W IND O W FRAME FRAME GAULK A0. e TO MILLION i E�q_9EOTIIXN (D W S . uP�ATEa PER NE-Utt fsc a EgWN 8 1 07/07 4 o , A: `R y AVE. O OA 34474 w ♦S �'.. ^qy, _e •• w ;�$EGTI�Ivmws 4'MULLBAN NOTE: -+ y a $ 4!1312408 PlpplAhYxt$l001.'�l71Ati . e t'n I. WS I7N TALL HORERT ANCHOR PRIOR TO ATTACHING � ��µ��x�o N nus muwr�are lte ao� rgaPenrY�F ��aor p OW 148 YERTICALMULIBAR. wtuwws max *ttlaPavnunnaa>Wnxrrronasxw>+ota x n+e L A ' $OF7 wARYEN AER198910MOP +►mow BYaTEM6.NC.�ra4}MN • FI..P a LIM •AKIN EEN PPAA� • M4(N EMBEDMENtt W6TALLATK}N ANG HOR MEN MENTI •AND {�8Y • ♦ EDGIEDIBT) 1 INTESSflRPiWSti TI A • • • INTERIOR FIg4H > t'" +e r r INSTAL ATIONANOFICK 3718' a WrW WA 0 SHERt • BY OTHERS .• e DIA.MASONRYANCHOR 3 4 "C BYO11fEi BY iLY 4 • • • a< ♦ WI WASHE d .�' • • • _ — — _ — • •• • TWEEN • '• C PA"ME O • 4 ► RAME AND N'EN1Nti BY OTHERS : 4 • • s ♦ ♦ ♦ • • • • • ^s'�y • r s A • A • OAUIit 6EI�ItEEfiI 44 !• • • a • r � !' '•' 1i, 117d ♦ ♦ ♦ i • • ' • Yi , f/► r ; ,�,,Iry (MW EMBEAMt , • • • a • ; &SV OOTH ERS OPENING } r•• • d 3 4•x.4 �►!,A i ♦ •♦ • i • • INTERIOR FINISH • ate • • 4 . -4* •• • ►• • • SYOTHM II, WOODVJCK .{•" • ♦ '4 A •� i ♦ � 4 BY�OTH sERivABoNRY • BY OTHERS 1 BY WOOD BUCK • BY� • •♦♦• \ A A• • • BY OTHERS • • • s • tN aTAILATAV ANCHOR, 4 4 a 4• HOtdz "G • • • • RETRO FIT i W W (434 PW D r y v v Hova • FIT MtR� BAR O Bt1CK MULL BAR CUP M (8 NOTE 2) { I IBE$ NOTE 2} PERIMETER GAULK EXTERIOR FINISH CONCRRETBMAS FlN(SH 13YNNSTALLM BYOTH&RB RYOTHERS PERIMETER CAULK BY948TA11£R HO flldAtiKXI 4' YERTICAL /F1 HORIZ W JAMB BECT1Wd MULL BAR R @ITiQ Ftt OUP (M4SOIkIY) 4' VERTICAL. l RETRO FIT CUB' (MASONS — B RT.CUP MULL 9AR MTALLATLON ANORM IV YFJLTNCAL PERIMETER CAULK W� WASF (4d ANCHOR, SAR f f BY INSTALLER NOW IufA4 vAA1t:HOR. SCUP WITHWASHC'N(4x) gyp HERS H • ►• r . I. ► ► A • � A• R b:e CONCRETEJMASONRI' p . t • : '� ► S'A• s P ► ►A PERP ETERONAK SMOTHERS p • ►� . $ y > p 4 p (t smeDMWI) BY INSTALLER BILL STOOL BY OTHEF p► . r A . e + ►0 ► • ► s , s • ► • s 1SITESONF114L9}i ti• 4N! A e ►• a L> . A BYOTHERS • ' • 341BA A8 REtYD qET (MIN EDUE DIST) ' TO MAKE LEVEL r , , • j ,• r , 1 ' "'' FOR KILL SAR :: .r. t •s • 4 UPDATED PER NEW FBCRSO 610ma a'a1i. ►,a i •� • •a : r• ♦r4 MOTE. • 4. , r • • r . r ► :a a • . • 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE ?r L CONGRETIIMASONRY LNTERIOR1hLIfSk OF MULLED WINDOWS AFTER tNSTAUATtON a` ; '�' a �• �` • `' {•° iI�St1 t 447H BY OTHERS 3 4 tfY OTHERS 2 RECESS RETRO FIT CUP tJ4` FOR CLEARANCE �` • O „ j AVE. � FLORIDA 34474 R+IIN PpCiE DISI) WHEN NWALL1NG WINDOW UNITS •` 71` y � a .•'• •: F7RO FIT CUPgAA9pNRY INSTALLATION • 4' MULL BAR lu IT RETt� NTf CUP (MASON(. gip° "� • _ MULL. BAR 4111112M THE }YFdptA0.TgN COMA9JEO RI TtNBCRAWLNO IBTNE 80lLi • OW 1 Wlr flCWflyram6 ,WC.AM(�p11163PW,TQS{A8/�WHW.6 L. wRmew mapN� CUSTOM wluoow LiV87Eid6.INC.IB PBL?tlltsen FL P.E. e t7F 7 � Ar' f.o ''• •];•� �� ►. r K .�°•. " Zl4 ` 4v j•...�1i�� }tv�t! r • •• • • 4AMX BEHPM i 2 BY WOOD BUCK • • • • • ,tlN BY p1? �R • • •-- BY OTHERS • o WINDOW IN60 WRAP t+. 0000 ... • IYiOTHERB . . a' 0 OR FINISR 0 jar o Awr" • o EMSEDWAM ii 1AUAT(QN AB HOR. �• o• • •d o • WnWWAWASHER(4)Q • At o M ER (rLK o �{ BY MBTALLER • • • o • foes • (MPL E1ABEDMI�III • • • 00000 • • • T ANCH01,OR 4 3 REM FIT • • • • • • WITH WASHER (4Xj 2 BY WOOD BUCK MULL BAR CUP • • BY OTHERS REM FIT � MULL BAR CLIP 1 4• VERTICAL MULL BAR SHEATHING — RTTCI+LM�I �r Nr avoT+>e� . EXTERIOR FV BY OTHERS H �' •K• ' t. CAULK SEMI ID FIN BY OTHERS PERIMETER OALILK 4*HORM WINDOW WRAP BYINBTALUBR MULL am MOTHERS ►� � I + "A CLIP GLB' M 'U t IN I Min g 8 %NDOWOTHERB' INST ALLATION I D ANOHt WITH WASHEit t�f E R OAiA K m 'f UPDATED PER EW F80 moLgFIEM 0 7148 BY INSTAUA CAWX FIN BY QH 'yq (btlhiEMBEDMEkT)� ` •• ��a• NOM. e .' r EXTERIOR FINISH 2 BY WOOD BUCK BY OTHERS ='"' 4 3 BY OTHERS 44TH AYE. • 1 CE88 AETRO FIT CLIP V4 S;C} MiItL BAA � , ..+� ' WILL BE FLUSH AGAINST WOOD BUCK AT 74 /mac AND HEAD. ? ^• , ''g > CUPIFTNWO�WSTALLATKIN =4'tJ BAR BHEATHINl� �' 1`11C Pt INL "�� pIgPRSreRYANOO RIAt %rte .+ • ' t LL BAR N1311ti09 TFmPM M nMCONfMM M TM aVMW IS MS= PROPEPCTyOPQy�t , ..r •" "C S• 4B BY OTHERS wr Nav9Tetaa.a+c.>,wv WRMMM NPAWT m ASAwxOLmwifH0Ui7 +"•.. L. vflvnm Pemmm oPcusrcmw•now sraTEMB. nlc. re PaaH _ Ft P.E 1 , ` �:, A ' 7 OF 7 4 v • ! �t.: , .'fi x _ •� �� '.:: yy t BCIS Home { Log In { User Registration ( Hot Topics ( Submit Surcharge ( Stats & Facts { Publications ( FBC Staff ( BCIS Site Map { Unks ; Search i Product Approval USER: Public User Product Apnroyal Menu > Product or Aoolication Search > Anolicatron Ust > Application Detail FL # FL7067 -R3 Application Type Revision �# s Code Version 2007 Application Status Approved S. Comments .c�� Archived V a!H' Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 miafevre @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 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph @cws.cc Category CHotizontal Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE iw Validation Checklist - Hardcopy Received • • • •• �e>':ifl:4%olIndependence FL7067 R3 COI 510485A (Evai Rep H5 -8200 Impact • •• • • • • • • • • • • • XO 74x54 1.pdf Referenced Standard and Year (of Standard) S Year • • • • • • AAMA /101/I.S.2 - 97 1997 • • • • 0 00 • AAMA /WDMA/101 /I.S.2/A440 -05 2005 • • ••• ••• • • • • • • ••• • • http: / /�- g �*.vrg/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 ••• • • • • 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 12/19/2008 Date Validated 12/29/2008 Date Pending FBC Approval 01/08/2009 Date Approved 02/03/2009 u, ma rk of Products t FL # Model, iNumber or flame Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact) 74x54, XO Limits Use Installation Instructions .ApI W6v*ed for use in HVHZ: Yes FL7067 R3 II CWS -157A (HS - 8200 Impact) pdf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02 pdf Impact Resistant: Yes FL7067 R3 II Mikron NOA 06 -1220 01 pd Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 I Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Created by Independent Third Party: Yes Evaluation Reports FL 7067 R3 AE 510485A (Eval Rep HS- 8200IW 7 I Cre ated by independent Third Patty: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", x0x Limits of Use Installation Instructions Approved for use in HVHZ: Yes 7 57 R� II CWS -232A (HS -8200 Impact X QX,Rdf Approved for use outside HVHZ: Yes FL7067 R3 11 DuPont PVB NOA 05 -1208 02 pdf Impact Resistant: Yes EL7067 R3 H DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +60/-60 FL7067 R3 II Mikron NOA 06 -1220 0I .pd Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL 7067 R3 AE 5104 (Eval Rep HS -8200 Im XOX 111x63 P&ff Created by Independent Third Party: Yes { 7067.3 -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. I Oact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).Pdf Approved for use outside HVHZ: Yes FL 7067 R3 II DuPont PVB NOA 05 -1208 02 pdf Impact Resistant: Yes F1-7067 R3 II Mikron NOA 06 -1220 01 pdf .Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 ! Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. Created by Independent Third Party: Yes i FMR. Evaluation Reports X7067 R3 AE 510486A (Eval Rep HS -8200 Im pPS XO 72x 3).12d Created b Independent Third Pa : Yes •• ••• • • • • • •• 6ac# Next. • •• • • • • 90: • • • • • • • DCA Administrarion Department of Community Affairs • • • • • • • • • • Florida Building Code Online • • • • • • Codes and standards " 08 • • • • • 2555 5humard Oak Boulevard • • • • • • • Tallahassee, Horlda 32399 -2100 • • • • • •� • • i • • • • • • • • • • • (850) 487 -1824, Fax (850) 414 -8436 ••• • • • • ••• • • http: /; .f trtd3butldiig e;.g/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 ® 2000 -2005 The State of Florida. All tights reserved. Copyright and Disclaimer Product Approval Accepts: =FA 0 00 6 0 6 s e e 00 O 0 V. 58EUP81I -t ��bby� Y4 d/P Y • ' • • • • ••• • • • • http: //i W .-gir da .0 r /pr app_dtl.aspx? param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 .... L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 610486A 336 -945 -9695 Manufacturer: Custom Mndow Systems 1900 S.W. 4e Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — 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 Sts- 72.070 method 1(d). The product listed herein compiles with the 2.007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 06!10!2008 sheet 1 of 8, titled 8200' PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test 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, *67.5 psf design pressure, 7.75 psf water infiltration TAS 203-94 Cyclic Pressure Loading *60.0 psf design pressure b) Report No.: NCTL 210 - 3157 -18, signed by Gerard J. Ferrara RE National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1998 Cyclic Load Test, ±80.0 psf design pressure AAMAINWWDA 101113.2-97 Design Pressure: 180 psf Water penetration resistance: 7.76 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Llmliations and Condition ofuse: • Maximum design pressure: *60 psf • Maximum unit size: 74° x 54° • Maximum D.L.O.: 33 3118° x 4913/16' • units must be glazed with ¢ /4 " IGU consisting of outboard late 1/8° Ann —Air —5/16 laminated inboard lite consisting of. 1/8° Ann — .090° Dupont Butacite PVB intedayer -1/8° Ann., per ASTM E 1300. • DuPont Butecite PVB intedayer 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 borne debris regions. Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be Installed in accordance with approval document, CWS -157 Revision A. Cerflllcation of Independence: Please note that 1 don't have nor will acquire a financial interest to any company manufacturing or distributing the product(s) for which this report Is being issued. Also, I don't have nor will acquire a financial interest in any other entity R involved in the approval process of the listed product(s)r ` • • • •• • • i i i i i i • �:::ts.'' . +'• ,,:= r a «� v,• \G 9iP`: V-ATP OF • ocl i • •• • i • fit^ : : y ' LUIS R. Lomas. P.E. ��i�sstp{yAt ti�� •• • • • • • • • • • • • • a . ;;., '; �• .. FL No.: 62514 fnti n aril` • • • • • • • i • • • • { °.. y� `.':�'� "• . ' • 07115!200$ 'r • • • . •• ••••' •••• i t 3VTALSllDER ELE�AT60N (LARGE M!S$!LE IMPACT) PVC IMPACT REQUIDEMENT: - 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA 000004 • • • • • 0 • • • • BUILDING CODE, CURRENT EDITION. •••• • • • • 000000 75f14 2. GLAZING OPTIONS: (SEE SHEET 3) _ - • • 0:0 • • • • • i i i i • F mT 3. CONFIGURATIONS: "Or OR'XKr • • •• • • • • • • • • • • • 74' MAX. UNIT WIDTH 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) • • • NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. • •• • • • • • • 361 - POSITIVE DESIGN LOADS BASED OR TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE • • • • • **so* • MAX. SASH WIDTH AND GLASS TABLES ASTM E 1330. • • • • • • • • i S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED NI THE DESIGN OF THIS • PRODUCT. SEE SHEET 8.8 FOR ANCHOR DETAIL • • JL_ S. SHUTTERS ARE NOT REOUIRED. i+i 114, 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING MAX, RA9- AND JAMS. OVERALL rjN FLANGE IL REFERENCE TEST REPORTS: HEIGHT 4913n8' AT I Im HORIZONTAL SU DER "OAN,'WO•: NCTL- 210.3187 -1$, NCTL- 210. 3187 -1 O � a•/ OOLA 8. SERIES / MODEL DESIGNATION HS -8200. O LO b N 1 I 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMM 1S THE RESPONSIBILITY OF THE AROHMOT OR ENGINEER OF RECORD. HElCGH7 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWMIG: X ® OPERABLE SASH. 0 - FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 7 0LO °G!X" 8"X/0" MAX A UPDATED PER NEW FBG REOUIREN ENTS 07/07108 o • f WINDOW SYStENS TABLE OF CONTENTS + "• d • r t o s F t 1.900 S.W. 44TH AVENUE te n " FLORIDA 34474 GENERAL NOTES A ELEVATIONS ............ -1 emu° yl� / .r ANCHOR SCHEDULE AND NOTES ......... 2 6 j !{ % fc F EN DESIGN PRESSURES 6 GLAZING...._._..• -.3 EFLAL NOTES &ELEVATIONS •LARGE MISSILE 0 : c SECTIONS & ALT. FRAME-.... ........_....._....4 " � : ° ' SAT 711512pOB EXTRUSIONS 8 BILL OF MATERIALS .:......_.5 P TAMAWC 1 ; r , t '' 0 •' PVC HORLZ SLIDE INSTALLATI _. ON DETAILS ..........„:............. e•8 •tHS O WTMMAWVMIS THEE S= PKWFFITVOr L �OS `tO ^8200 NTS a " CW5 157 AW w mEbl Vea o clu wt IN PART i OR AS A - is PRORC N • . FL P.E .62514 ,;.•. a •, A ° ` 1 OF B • t ?•!• . • -^:.: t, • ¢ ;�:. R , �r�' • ' • • • • • • • MAX (TY1') 1Li CIY SEE NOTE 2 4. 1! MAX. O.C. SEE NOTE 8 00000 • • • ' fees MAX • • • • • •.•• • •••••CL MAYL P 'P .CTYP? • • • a 0 0 L • C • • x • • • • • •••••• MAX O.C. MAX. O.C. i1YP! • • ITYP! V INSTALLATION ANCFORS fYP. /� ANCHORS TfP. NCHOR LAY - fRANGEI AN�tiORLAYOIJT -[FW1 FMAiE aCIJP 7t+ASONY OPEtJktO! ri�1wU NA1lRJ31 B1{WDOD NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO•D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BF. MI40 SHIMS. MAX. ALLOWABLE SHIM STACK TO BE IA USE SHIERS WHERE SPACE GREATER THAN IRS* IS PRESENT. 3. LORD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER. WOOD SHIMS ARE NOT ALLOWED. 4.311W DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIWT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1114 INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL BE ACHIEVED, 5.410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1318' INTO 2 BY WOOD BUCK. S. 98 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 11 INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. A UPDATED PER NEW FSC REQUIREMENTS OT1p71pS S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING r 1491ti 9. INSTALLATION ANCHORS SHALL BE 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. CCCC� v ,'; SYSTEMS AVENUE 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: _; ', ` t3F¢1 Cl�1TJA 34474 A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.O.42 t "`✓ B. CONCRETE > MINIMUM COMPRESSIVE STRENGTH•OF 3,200 PSI. b° tTttR SCHEDULE NOTES LARGE MISSILE IMPACT 7 C. MASONRY - STRENOTH CONFORMANCE TO ASTM C -90, GRADE N. TYPE I (OR GREATER). P ' SUDS BAT 7J1542008 a r. PROPFWTMIYARDCO FIDERHAL �_' %• �$,�'�� . i •*s � i x. THE WP0RIAATION CONTAINED IN THIS DRAW M IS THE SOE PROPERTY OF CUSTOk1 �+ ""�" • . , .. C'" .�a'fj. NT WRITTEN PERMA ' C1NS -1$7 WMpW SYSTEMS. W_ ANY REPROOU X)N IN PART Off AS A WHOLE WITHOUT THE � � RL:�!'•IS h00. 62514 +. ay' S• SION OF CWTCW W=QW SYSTEMS. WC. IS PRORWTED. QF 8 ° Fa te~ ' •�. �a rn.•, A 2 •. • o s • .•.... Soso . • • • • • • - ***s - • • • • • • MODULAR S TZEru' (UNIT W riDO W S EM • • • 1T1ElGTl T (1N} • •00 W1D J?R)• GLAL S E 177/8 291/2 311/2 351/2 391/2 411/2 431/2 4.71/2 54 •' •' 24"N +601 -60 +601-60 +601 -60 +60/ -6U +601 -60 +60 %60 ,1601 -60 +60%60 •1601 -60 "" 27• • • • . ' +60 %60 +60/ -60 4-601--60 +6U/ -60 +60/ -60 +60 %60 +60 %60 +601-60 +60/ -60 • : 0000 • 29 1/2 •446 • • +601 -60 • +60 %60 +60 /-60 +60 %60 +601 -60 -+60/ -60 +WI -60 +60/ -60 +60 /-60 • 311/2 •A, • • • +60/-60 4601 -60 - t60/ -60 +60I -60 +601 -60 - r60 %60 +601 -60 •t601-60 +60/ -60 • • 35 "; *AB • • +60/ -60 +60 %60 +b01 -60 +60 %60 4.601 -60 -F60/ -60 +601 -60 +60 %60 +60/ -60 • 391/2 • A0 • +60l -60 +601 -60 +601 -60 +601 -60 +601 -60 -+60%60 +601 -60 +60/ -60 +60/ -60 41 JI • A ,B +60160 +6 - 01 -60 +60 %60 +60 %60 +60 "0 +601 -60 +601 -60 +60 /-60 +6fll -60 431/2 A,B +60/150 +601 -60 +601 -60 +60/ -60 +601 -60 +601-60 +60 %60 +60 %60 +60 %60 47 112 A,B +601 -60 460/ -60 +601-60 +601 -60 +60/ -60 4 /-60 • ' +601 -60 +601-60 +60%6U 51 112 A,B +601-60 +601 -410 +601-60 +60 %60 +601 -60 +601 -60 +601 -60 460/-60 +601 -6D 74 A B +601 -60 +60!-60 +601-60 4601 -60 +601-60 +601 -60 +60 /-60 +60/ -60 +fi0 / -60 GO A174Sf.1 131151 SIM (TiP-MP) li�GFiT (IN) WIDTH GLASS 'T'YP'E 191/8 38 3 C 55 114 26 A,B +601 -60 +601 -60 +601 -60 +60/ -60 28 112 A,B +60/ -60 +601 -60 +601 -60 +601 -60 37 A,B +60/ -60 4601- 60/- +60/ -60 A,B +601 -60 Q+60% 01 -6 +611/ -60 751/ A,B +60/ -60 +60/ -60 +b01- +60/ -60 314' OVERALL 314' OYERALL 118' ANNEALED GLASS 118' TEMPERED GLASS 8J18 AIR SPACE 8118' AIR SPACE S/18' LAMINATED 5+18' LAMINATED t Ar ANNEALED GLASS 118' ANNEALED) GLASS 3132' DUPONT PVB INTEMAY6R 3132' DUPONT PVB INTERLAYER USE NEXT AROE. SIZE INT L A RGF- �i NOT SHOWN, V8' ANNEALED GLASS 1t8' ANNEALED GLASS R SIZE. r q UPDATED PP F J i NEW FBC REQUIREMENTS 07/07/08 1l2 112' j t :'� • P • W C• SYSTEW GLASS GLASS y - 900 AVENUE BITE BITE ° -,• *' FLORIDA34474 C�LA.SS TYPE A GLASS PE • • 0p CHART & GLAZING - LARGE MISSILE IMPACT an.._ . ' -' �s :8SlC HOR1Z SLIDE 6AT 7/1512008 a .:: PROPMETARY AND CGQ89DEUT1AL �� •, THE cvfoewtTlaa CONTAINED IN DRAWING ms soLE PROPERTY of t,LSTSstA •4 ROBE • A200 NTS " CWS - 157 WINDOW SYSTEUS.INC. ANY REPRODUCTION W PART OR AS A WHOLE WITIK?4IT 7NE .• PL P.E1 .82$14 L WRITTEN PERUSSION Of =TOM WINDOW SYSTEMS. INC. IS PROHMfTM 1 g • • • . •• 0 0 0000 . . • ...• • ...... -- UNIT WtDTH • , 7 • It t • T!N EfU • c • ••• • ••• • • • i•• • 1 jl T V- VERT)t AL SECTION 1 e N a SHDws FIXED & CUT AWAY 444- -- OVERALL FLANGE WIDTH M TYP FXT i�id6i INTERIM HOR AL SECTION pT'E•'l�El�'$PL! WAY, Fir W SHAYSSASHCUTAWAY OVERALL UNIT FLANG HEIGHT MPACT HOOK SPACWG: 1) JAMS HOOKS: 4 1 A} S FROM UNIT EDGE TO EDGE OF HiX71C S A THIRD HOOK M CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL SEE GLASS TYPE 1 11 . —' TO 3S 3W. DETAIL SHT. 3 y 2) SASH CATCH: 1 B) A TH A S ASH H LS CENTERED SASH IF UNIT HEIGHT R GREATER 1 E THAN OR EQUAL TO 35 3t4". SASH AND FRAME HOOKS ARE TO ALIGN �• ---- W1TH01114'. 1 L� DETAIL D (JAMS IMPACT HOOKS) 2 ILAPACT HOOK SPACING: - 1) HEAD HOOKS: A) S' FROM UNIT EDGE TO EDGE OF HOOK. LA1'ICAL VERTICAL SEGTK)hl t C} A SQP�IFR HOOK S 716M LOGE O 1di AIL GREATER THAN OR EQUAL TO Bt 3/4'. C,4T NDW:SH MSSASNCUTAWAY :)SA CATCH: A) :•11:' FROM SASH CORNER TO EDGE OF CATCH. 0 8) A THIRD CATCH 15 CENTERED IN SASH IF UNIT WIDTH IS GREATER �{ THAN OR EQUAL TO 6134. SASH AND FRAME HOOKS ARE TO ALIGN WiTFHN 114 ". ' U ! I rU PER NEw FBC REQUIREMENTS D7107108 a SYSTEMS E: M 22, 27, 29, 36, 41.42. �' .'' b ' AVENUE 50, &3, DETAIL C AND 54 ARE USED BUT •gi A 34.474 T SH WN FGR LAR4TY. ' ° O C G {HEAD IMPACT HOOKS WS 8 ALTERNATE FlN FRAME - LARGE MISSILE IMPACT rk 1Z SLIDE 13AT 7/15/2008 TINE 04FOAVA71ON CCN7Aa w THIS OAwwa LS PROPEatt pDS7aa� L RO�EFtT� &L S p NTS - CW S -457 WR=W SYSTWS.Mr—ANY FEPWDUCTK)NtN PART DRAS A WHO WtTFtOtIT TKE FLP.P . NO,02SH •C, WRTI PERMSIONOFCUSIOMWINDOWVSTM43 .WCl$PRmMTrD, o A 40F8 • • • • • • Item. • • 1wr18 • llceerfptturr 3 i18' --- � �'aA H C?ORNM (FRAME C RNER • I H•8831 k44klft •H►l•At, PVQ Maud 3 118' -7 CONS RUCT � N C �1�9N • 2 H•803Y Mak1 PVC, S9 � • • • • • • 831 ., �}t, a /Fig.. PVC. L Jb. 1 2 3 d 23+18' 4{-1.8031 tdAhiA} . fip., RtG Ft Jo. was I • • • • • 6 408 14W. Fxd M.M 3 2 91118' 8 LW • *W027 Shah PVC i • • • • • 5 t1.1487 Ra ,,A" VOL Pad GORrtEaweLD • • 9 f4em Smh Bdkor,t a, w 1: {u.S,R taf� PVC SASH MTG. RAIL -6027 {ALL SIDES) R WELD •. • •. fa t5 48e x ti.Yx FIXED MEETING RAIL •• tx 51678 PVC, FRAME FLANGE 6(131 I 11 SmEWmT •:.... I3 i � PVC FRAME FIN -6026 14 3.801$ .0k 8d•, 314" Sas Vert. 5 f 1b/t8' -+{ � &80 8 L3 18 Ot�z, BcL, 314`Sash, , Fbriz. 16 S•8 e- Bd.314',Sook VeA 1 t3ltti 1 ' 1118• k2l ti8"03 Sam Adapt w/NBa, PVG Horiz. • 1 Ste' 8 IS 39014 Start. A PVC, Vert. - } sg• S-ISM Avis Camh „lml PVC, Nis SASH MTG2 RAIL -1497 S-15a8 5exh CW% PVG t �- 17 11e - ALUM. REINF. 6063•T6 fx=4 AxhTat l PVC FIXED MTG. RAIL -6001 P•31104 RoDx. PVC SASH TOP/BTM RAIL -6004 PVC SASH SIDE RAIL -6026 mm Look trpect We 83784 t PVC 83215 Woo Caverwi Fiff 83803 Pekd. ita1Q. FJAR 1 UM1 g 3/t8 — y P3428 watp., 0.270 x .1871xmkF�rlseat L+3' P•378b tlgxa,0p8?I1NHSf.45 - 3r6' PVC GLAZING BEAD -6016 - } 78 RQLLER TRACK 16 SASH IMPACT HOOK -i556 FIXED MTC3. RA9L -1499 . S.B.R15.S.R. -1498 P -4ossw egxl.2mFbFf4TEt,whL ALUM. 6063 -T6 � ALUM. 6063 -T6 ALUM. REINF.6063 -T6 ALUM. REINF.6063 -T6 1 � 118” � R3745W 48 x 0,875 Q and FH wht � 34 1x3010 "v Iwt bBase,.358"o 35 1x3831 68x318`Screw, tHmk 3/18' t$'fo" sttt:~ PVC SCREEN CATCH 6013 36 1 P•3342 SeamSealar W5504 � � 1118• 37 P-3752 Cap Pkig, V2'• H b 7t8• 38 P44M Hot Met,TruSeat,'t -1• 2l/ r _T i PVC SCREEN SUPPORT -6014 39 83438 Yet Mal, Trt&at'F{ 7rss• -�{ � 40 P-= SaL8k,85Oz.,IWxSWx2'Lg. ANCHOR CLIP P -3780 FRAME IMPACT HOOK -1577 4t {x3738 HS-82W &M Cen.t.aael,tfM Tab. hV otn ALUMINUM 6063 -T6 ALUh11. 6063 -T6 (HS HEAD) 42 !x3881 Temporary LbL JN70 pt 43 PL3613 ONS Lbt qWo) I - 3 ' - " SCREW SUPPOR - 3113 44 Glass, Fixed tn8'�•- -a8ti6' Sm t stir ' ' A UPNTS 07!07108. 46 P•3281 S DmSaal, Sash � 314• DATED PER NEW F80 REQUIRE RE 47 P•398t Spacer,Durt+Saat,Sash � t1N6' 48 P•3218 stxeen Flans, Hariz. 1 1112' u { Z 49 83218 Screen Ft me, Vast 1 . {i 114' ♦ 5 R33Z7 screen !ran a Caner Kep FRAME IMPACT H 1109CMA S V V.44TH AVENUE 4 (H 4fl LA FLOR1DA34474 51 83531 scree!, G2odt, fg x 1g ta8s ALUM. 6063 -T6 8 QK J a2 P•3229 scremr5ptrta,.t58Da.Sk PLAN VIEW OF ANCHOR CLIP 52 83028 Screen Rd Tab ° EXTRUSIONS & SDJ4 - LARGE MISSILE IMPACT 54 P•3033 Screw T c 19 IS NOT USED IN 5 ROD CT $AT 7/15/2008 &x •� ,.. ,,.-...•s, -.� .._ PJCHCRIX.SUOE 55 3.1577 Frame Cate4 Hod. PVC, HS {.' �� i t;,... 54 S"1488 Raw. S- !trill. Vert THE xJFM MATIOM SMWxai t LE PROPRi Y84=: oM - • L.Rt]BFiil'01 5 � 8200 NTS "CWS -157 s5 83113 Scr Suppam WC Wa PE N A c fG''F0DuCCTT W IN PAR E1 S�C IS P �8�r� FL O ✓ ti0. 82$14, a � � . ,. n 5 OF 8 f ' i, C.: v�.i:ti`f�R•rf�k'�t: t;'":ir'b.` )rig '• �;�.!. 5;. sees•• • • e , • � •ess • • ssssee sees s • • f 114" • s • • • • • (MIN. EMBEDMENT) 114" MAX SHIM • • r_(SEE NOTE 2 & 3 ON SKI: 2) • • • • • • e • n ,p .q , 114• MAX 1 318' • • • (SEE NOTE 2 & 3 ON S HT. 2) (MIN, EMBEDMENT) •sses ss• • •sses ANCHOR ��ii ► CUP • ' •• • sees 2112' A. Q qA q e • • • e s • • • • (MIN. SOW DIST.) a • 4 INSTALLATION ANCHM ANCHOR t • WSTALLATM ANCHOR, s e s • s sees CAULK BETWEEN BUCK t ° . 3116* DA MASONRY ANCHOR. CUP . . 4 .10 WOOCA NCHOR. • s s e s + • # s e e s AND OPENING BY OTHERS , oa a q • v CONCRET F • ► —1 BY WOOD BUCK ► • ► • • _ - • • (MIN. EDGE DIST.) 4 4 a a AND OPE ?qG BY OTHERS •sses • &I OTHE 2 _ 1 n ; O BY 077IERB ' q g CAULK BETWEEN BUCK •sses• q • o , D ►lD •p ►0 > D D ►D : ".$P a • ees•ss es•ss Ao ! a °� '° • WOOD BUCK ' �� D► 6 D �+ rDa 9► Pa D $ ► (M W EMBEDMENT) T Q4 sA4 a /° .•Q$ � a . a Fd • { • ► •b • B ETFIMASONRY BY OTH -MASONRY e • �b t ' • By Y OTHERS EXTERIOR FM BY OTHERS p ; ' • SOW FWJdB c : qa ' q BY OTHERS f MAX SHIM " WINDOW FRAME �p • • ANCI E NOTE 2 S 3 ON SHT. 2) • . • JAMB PERIMETER CAULK ° BY PERIMETER CAULK W18F} CAULK BY WSTNIER BY WOOD BUCK EXT£RII F BY INSTALLER EXTERIOR FINISH OTHERS 8Y OTHERS BY OTHERS ANCHOR CU P(WOOD) CUP HORIZONTA /F1 HORIZONTALSECTION WINDO FRAME i CUP (MASONRY( NS7AUJITION ANCHOR HEAD 3116' 1) .L MASONRY ANCHOR WINDOW FRAME INSTALLATION ANCHOR. SILL 3116' DNL MASONRY ANCHOR. PERIMETER CAULK 114• MAX SHIM INSTALLATION AN SY ASTAU£R (SEE NOTE 2 & 3 ON SHT. 2) 3118' DUI. MASONRY ANCHOR SILL L FRAME E By FS�IISH D ° • * .. • ° r 4 t Cup PERIMETER CAULK ° D * • >!, ° • ° D ° f I; . ` + D, e D D ° 1 V4: BY ►,&TALLER D • A ° `° D. a D P° D .* D D A p° D ( EmsomT1 EXTERIOR PBJISH 114' MAX SHIM * I « s P . ` s P ° ° D • t . r • s D' D r BY OTHERS — [SEE NOTE 2 & a ON SHT. 21 D . Dy • ► P ° D D . D . D • • D D . •A •° : 1 BY WOOD BUCK ER O (MIN, EDGE DIST.) ° . ' • ,r .s BY OTHERS AI 1 ERNATE PRECAST SRl DETAIL A+ t �+ a ; • ° ` ; ' ... ° i • ° r° • A , , A A A • . . G U MASONR1) A UPDATED PER NEW FBC REQUIREMENTS 7 • A. • ♦.• . ;'� o.• a` a °,° i� 1114' A•P A .. ° ;a, A., ° ,•►. �a'• ° , A• ; wA (M1N.EMBEDMENh ., t }1 ta;;lj i�.... �• • • y a • u ° e r a , `: A�• ,. A• a a..• '' _.. ' . WINDOW SYSTEMS 211 _ `. • • . to »a;•� r �' gcW.44TH AVENUE MK EWE DISTJ `.' •, A.UI�LOCIA 34474 VERTICAL SE CTION - ° •• , e • ALLATIO ANCHOR W1CUP OETAIL LARGEMMLEIMPACT P CUP (MASONRY CONCRETSWASONRY " BY OTHERS ... 1 '. H �,.; �.; ^-•, �.'P.Y.6-HORIZ SUDS SAT 7/15/2008 Ppxvn £TARP AM COF�b1T L ' ' t'• A '. • A.. L • 1(' THE NFOMMMN CONT N n= OR AWM M THE SOLE PROPERTY OF CUST2y4 ., �' < ;LL ROBERio LRMlr$ •„ . • NTS - CWS - 157 wHIT1EN PERMiSSKJN OFGLtSTOM WIta00W SYSTELIS.HG PROFIIWi�E'D T - •P.E.,0.6 '4 •.p, _ A B OF S it ' n'; • � l .�.: M" , � 1.? ',-}e � .dam` .i �• i•db4��- .:9 w . !' ^Y no w '.c• , d • •.•.ff .•f. • • • , • t BY WOOD BUCK • • • • O • DRYWALL BY MBE O THERS 8Y • • CAULK BETWEEN SUCK OTHERS BY OTFI>:FiS (MIN. EMBEDMENT) OTHERS AND OPENING BY OTHERS r 114' MAX SHIM • • • • • p,q • 1/4• MAX SHIM f • f f f :.0009 g (SEE NOTE 2 & 3 ON SH7.2) (SEE NOTE 2 & 30N SNT. 2) ., N, • 4 • • • CONCAETEIMASONRY r r = • • • • CAULK UNDER SCREW . • • • • BY OTHERS .. • CAULK UNDER SCREW HEAD BY INSTALLER • • ' > • • • • f • • • .... ��OTHERSE/MASONRY a a s 1 MEAD By INSTALLER • • • • • • • • MSTAl.LH1TON ANCHOR. 3716' DUa. 1 �` INSTALLATION ANCHOR. 4 ' D . #10 WOOD ANCHOR W/ s • • • • AND OPENING BY BUCK MASONRY SCREW THRU S RE W '' . A � A NEOPRENE BACKED • • AND OPENING BY OTHERS BACKED WASHER THRU SCREW • 000 SUPPORT. > . > WASHER TtWU $GREW f•ffe $ t4p> SUPPORT. • •ff •f• 2�� •i . • • • at EQA��7.} � � . • , 2 BY WOOb BUCK • • • • • • ti S+'. 2112• a a '�• BY OTHERS •• '►• • ♦ � ar • ED E b167. 1.!•14. a•. . as 'i a . • NI�w FRAME (t l EMBEDMENT) ; a a ; ; A . J. '♦ a . ; v , D OT! F i8 a ♦ • .SAND ., WINDOW FRAME • 1 BY WOOD BUCK PERIMIETER OAUUC JAMB PERIMETM CAULK – I — BY OTHERS 9 114• BY INSTALLER BY INSTALLER EXTERIOR FINISFt MK EMBEDMENT) EXTERIOR FINISH EXTERIOR FNSI AND OPENING BY OTHERS SY OTHERS BY OTHERS SY OTHERS PERIMETER CAULK 114• MAX SHIM . BY INSTALLER (SEE NOTE 2 & 3 ON SM. (MAC " HORIZONTAL SECTION FRAVIE TK1N FEE (WOOD) CAU LK TIN WINDOW HEAD FRAME BY SCREW HEPO (INSTALLER INSTALLATION ANCHOR, 3718' DIA MASONRY SCREWw/NEOPRENE BACKED WASHER THRU SCREW INSTALLATION ANCHOR, 3/t6' DIA SUPPORT. MASONRY SCREW w1NEOPRENE W FRAME BACKED WASHER THRU SCREW `ALLL L $MEW HEAD AD SUPPORT. SCREW 8YlN,STALLER WSTAU ATI ON ANCHOR, 3fla' MA. PERIMETER OAVLK 1/4' MAX SHIM MASONRY SCREW w tJ NENE BY lM1tsTALLER BACKED WASHER THRU SCREW (SEE NOTE 2 &3 ON SHT. 2) SUPPORT. . CAULK UNDERIORFR4ISH D .. ' > . 4 ` ° s • i SCREW HEAD • D • D . b D . = D . s p s WINDOW FRAME BY INSTALLER s p A s D y D - VIV O. v` sD il SILL HIGH STRENGTH STRUCTURAL D • .�► ` p • i• A s • D D p D D (MIN EMBEDMENT} PERIMETER CAULK GROUT BY OTHERS BY INSTALLER 114 MAX SHIM ti . • BYY O711EIOR�FINISH (SEE NOTE 2 & 3 ON SM. 2) �� y� ,' 'r CONCRETEIMAS0NFiY (MR EDGE DIST.} f .•: • "'`'' • A • w BY SILL BY OTHERS ALTERNATE PRECAST SILL DETAIL A .. • A .. a.a • UPDATED PER NEW FBf, REQUIREMENTS 07/07/08 A . a a a a.. • a . ♦a `�,�– SUPPORT TO MAKE FRAME (MASONRY) . ,P .q; a �.,.�� a' �a ►: a s aa U O TTO a. �.. p' •P m. > m. � SUPP • ± O A . a m a. BILL LEVEL BY OTHERS .. t A.m •. ♦iA, • a• ^'. �a waa. � ' m• m• M L•a . • ♦ "•� A m'P: • � ♦ 't.l.'., ,• y` T . 44TH AVENUE (MIN EMBEDMENT) . • : Y '-.•' j�.an FLORIDA 34474 BY DN (MIN• EDGE DISTJ THpU FRAME DETAIL -LARGE NASSILE IMPACT G HORIZ. SLIDE BAT 711atZO08 lTARY ANQ CLItW. /'R'\ VERTICAL. SECTION T>-M WOawttw C PJYAW TM OMV*.'G Is THE SOLE PROPER'Tf�yOF mss' _ LRssmi O'rOMAS 0O0 MS " ro ) w CWS -157 U FR AME(MASONRY) WvJc)Ow SYSTEMS, WC, ANY REPRObUCTTON W PART OR AS A WHOLEydfOwR1T'giE FL P.t 62514 1, s ,;,,,.• W RJTYEN PEPA43WN Of CUSTOM W 00OW SYSTEMS. WC. is PROKWVIP. " � . =I lam A 7 OF 8 tom• r i �`. '`• •5 $,.. • -,, ` e: ti .,i:a;aet• • • • , •. 0:0w 0 • • „ •..• 0 000 . �� , •... . • • �. • Y� BHEATHI� •• {�MI1N�.EMBEDMENT} ••N • • BYOTt•��••• • • • INSTALLATION ANCHOR, • • • • 8Y�0�il1ERS • • �•a , 68 WOOD SC41E4Y • • • 2 BY W000 &UCK • 4 CAULKtMNO 4 !•• ! BYOTHERS • • • • • BY fNS'fj�LLER • it I!4• MAX S•tlM 0 213Y WOOD SUCK {SEE NOTE 2 d 3 ON SHT. 21 WINVOW WRAP ° ;�C BY OTHERS BY WSTALLER •'.a 4 INSTALLATION ANCHOR, PERIMETER CAULK - 08 WOOD SCREW WN BY Mg t MAX SHIM (SEE NOTE 2 & 3 ON SHT.2) WINDOW FRAME t w JAMB (MIN. EMB�> O)dEPtT} • WINDOW FRAME I a SHFATHING BY OTHERS d= «• t�: EXTERIOR FINISH ° WINDOW WRAP BY OTHERS BY INSTALLER CAULK SE14IND FW PERMETER CAULK BY INSTALLER BY INSTA WINDOW FRAME SILL Kg'\ HORIZONTAL SECTIDN FIN (WOOD) 114• MAX SHIM CAULK BEHIND FIN (SEE NOTE 2 & 3 ON SHT. 2) BY INSTALLER PERIMETER CAULK BY INSTALLER IRV ' -2 BY WOOD SUCK WINDOW WRAP o • SYOTHERS BY INSTALLER o A UPDATED PER NEW I=BC REQUIREMENTS 07/07= INSTALLATION ANCHOR ?A MCMRKIR FIAgSH ro 98 WOOD SCREW BY OTHERS o i ° %J• wilom Symms SHEATHW6 4 ; . e 100 .44TH AVENUE BY OTHERS 1 t/2• .,Z.. ~ , v l"rAGA, FLORIDA 34474 (MIN. EMBEDMENT) - �`' • • � � .�•. , -.. r: * ALIATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT TICALSECTION C�J ON (WOOD} rAev►xs� r�rktuL „a; t 1 r 'PYC HORIZ SLIDE 8AT ' 7 /1512006 THE w ORMATION coNTAMED tNnw DPAwm IS THE sma PROPERTY OFOUy"Y "t.:gOBEA 0LoMAS 1•'•"'r. -8200 NTS. "CWS -957 WMOW SYSTEMS. M. ANY MPROD=10N IN PART OH AS A WHOLE WmIC2J'I.Z,jdE FL P.E.t30. 87,514' {;t' Ca - WRITTEN PERMSS OF CUSTOM W")OW SYSTEMS. WO.SPRCYtSREn.,'..r k•' .: •• -..,. A 8OF8 .... • ...t .l,.S rida Building Code Online http : / /www.floridabuilding.org/pr /pr app_dtl.aspx?param wGEVX... - BCIS Home Log In j User Registration Hot Topics Submit Surcharge 1 5tats & Fads Publications FSC Staff BC1.S Ste Map Links Search Product Approval i USER: Pubik User x Product Awroval Menu > Product or Application Search > Aopkation List > App B FL # f858 -R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael La Fevre mlafevre @cws.cc Technical Representative Michael La Fevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems_, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph @cws.cc Category fSliding r rs Subcategory Exte rior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 'inditet sY • • • Steven M. Urich, PE • • • • +� : %: • • Validation Checklist - Hardcopy Received •• ••• •• • • • •• Certificate of Independence FL7858 R2 COI 510463A jai Rep XO 8080 ndf • • 9 !Referenced Standard Zd YeZr (of Standard) Standard Year • • • • • •• • + • i• i• AAMA/WDMA /101 /I.S.2 /A440 -05 2005 • ••� • • • ASTM E1300 2002 ASTM E1886 -02 2002 • • • • • • • • • • • • ASTM E1996 -02 2002 .�� '71742/ ')M0 0.2d AXA rida Building Code Online http : / /www.floridabuildin&org/pr /pr app_dtl.aspx?paraur wGEVX... PAT/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/12/2008 Date Validated 11/10/2008 Date Pending FBC Approval 11/13/2008 Date Approved 12/10/2008 Summary of Products Li Model, Number or Name Description 7858.1 8900 Vinyl SGD 8900 Vinyl 2 Panel 2 Track SGD. Large Missle dp = +/- 60 psf (96" x 96 "). L of Use Installation Instructions Approved for use in HVHZ: Yes FL7858 R2 II CWS -165A (SGD -8900 Impact XO Approved for use outside HVHZ: Yes 8080). Impact Resistant: Yes Verified By: Luis Roberto Lomas PE -62514 Design Pressure: +60/ -60 Created by Independent Third Party: Yes Other: Large Missle dp = +/- 60 psf (96" x 96 ") Impact. Evaluation Reports FL7858 R2 AE 510463A (Eval Rep XO 8080).p FL7858 R2 AE DuPont SGP NOA 07- 1116 -04 pdf FL7858 R2 AE Mikron NOA 06-1220 01 pdf Created by Independent Third Party: Yes F- & DCA Admirristratbn Department ofCOmmnrdly Afiaks Markle &d*W Code Online Codes and standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 C9 2000 -2005 The state of Fbrida. AH rights nerved. Cdr urbht and Disclaimer Product Approval Accepts: a VERIFY, • • • • • • •• • • • • • • • • • • • •• •• • • ••• • • ••• • • • • ••• • • F� 7/ 2 /7nt1Q Q•2A AM t L. Roberto Lomas P.E Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 336- 945 -%95 Report No.: 510463A Manufacturer. Custom Window Systems 1900 SW 44 Avenue Ocala, FL 34474 Product Une: Series 8900 PVC Sliding Glass Door — Large Missile Impact Compgance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Aweptance per Rule 913-72070 method 1 (d). The product listed herein .complies with Requirements of the Florida Building Code. Product descripdon: Sliding glass door manufactured out of extruded PVC; frame is straight cut, coped and assembled with four (4) screws through each jamb end into head and sill frames. Supporting Technical Documentation: 1. Approval document: drawing number CWS -165 Revision A, tided Series 8900 PVC Sliding Glass Door— Large Missile Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3342 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMAiCSA 10111.S.21A440-05 Design pressure: ieo.opsf Water resistance: 9.0psf ASTM E1886-02 and ASTM E1996 -02 ASTM E18861 E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E18861 E1996 Cyclic Load Test, t60psf design pressure 3. Test report No.: NCTL 210- 3342 -1A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact test .TAS 202 -94 Uniform Static Air Pressure, :Mpsf design pressure, 9.0psf Water test penetration TAS 203-94 Cyclic Pressure Loading, iMpsf design pressure. 4. Anchor calculations, report number 510112A, prepared, signed and sealed by L Roberto Lomas P.E. Umitedons and Conditions of use: • Maximum design pressure: i6opsf • Maximum unit size: 95 W x 95 W • Maximum panel size: 48 318' x92 718" • Maximum D.L.O.: 41 1 /4 " x 85 3 �4 " • Units must be glazed with 1° IGU consisting of a 3116" tempered outboard Cite — air - laminated inboard Fite consisting of 118" annealed - .090 Dupont Sentry GiasPlus interlayer —118° annealed per ASTM E 1300. • Dupont Sentry GlasPlus interlayer per N.O.A. 07- 1116.04. • Approved configurations: OX, XO • 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 rigid PVC per N.O.A. 06- 1220.01. installation: • Units must be Installed in accordance with approval document CWS -165 Revision A. `j,4iitg ? 'at f, f f::el'tf�iCa��jC��l(t��1 • •• •�;":`�� a sosa. ~Y.ic) ,�: •` Please n4e that I Voft4rale poCm JI acquir a financial interest in any company manufacturing or�fii ib rl�pl�re ` +; ~••tl = "' products) fq wN1h fPnrreport is� nng issued. Also, t don't have nor will acquire a financial irrte=Sh �er a- •- involved in the spprovttMprocessofthe+�r W product(s). _ Mi. � . s•. ti � ..�• E`•: a }�" • • • • • • • •' '�' 4 �,a lilt it 1 of 1 • Luis R. Lomas, P.E. FL No.: 62514 ". • o• •• • • • •o •0 1 0124/2008 o•• o • • •o• o • * 00 : 0 0 PVC WACT.REO ENT: :....: SLUNG 13U i DOOR (LARGE MISSILE IMPACT) 1. THE PRODUCT SHOWN HEREIN is DESK3NED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. • • • • • • • • • • • • • s 2. GLAZING DETAIL (SEE SHEET 3) • • • • • • • • 3. APPROVED CONFIGURATIONS: 'OX, "WO°. • W MAX UNfTWIQTH • • • • • : • • • • :00:09 • • 4. DESO4 PRESSURES: (SEE TABLES-SHEET 3) S ao:** • • • • - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. • •: • • • •yylD� - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, . • A C E• GLASS 1/4 OL0 AND GLASS TABLES ASTM E 1300. • • • • : • • • 5 S. ANCHORAGE: THE 33113'%, STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODwt. • • — — SEE SHEETS 8 - 8 FOR ANCHOR DETAIL • S. PRODUCTS APPROVED FOR IMPACT RESISTANCE g • • • • • • 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. • T EIH • • • • a I GLASS DLO S. REFERENCE TEST REPORTS: NCTL 210 -M -IA. B 9. SERIES 1 MODEL DESIGNATION SGD•8900, � � 6 D 10. WOOD SUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL X Q i F LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD, e 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X- OPERABLE SASH, O -FIXED SASH. 92 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. MAX P HEIGHT ANE I I A UPDATED PER NEW FSO REQUIREMENTS 0&10/08 TABLE OF ,• GENERAL NOTES & ELEVATIONS-1 �. �' o I ow SW 44TH AVE. ANCHOR SCHEDULE & NOTES_ _ `° FLORIDA 34474 DP CHART & GLAZING DETAIL-3 •° a° t4 ,•" c ' SECTION S i ERTRUSIONB& B.O.kI...«.. �...6 V a z 7$12008 IN9TALLATIONDETAILS, .....e,_.&S THE &nmwaa•COWANMINum0mvAwM THE SOLE , WO e Or �custOM L �° t2k + COMAS- S•1S5 Wpax)w SyST& M. ANY REPROMOTION 14 PART CM A 711E FL9°.E. N0.82514 • q TOE S MLI:Tl WRITTEN PERA76SION�CUSTOYWdIDC!W BYSTEMS.ING.18 t a n'a 4 y 1. Y a i•` }ts4sis�' ' LOGO: • • • MAX MAX • 0000 • • • • 8.000 0000•• 0000 s • MAX • • • • • • 0000•• _ _....��_��-- ---- .._..._.._ I I 0.00• • •• •• •• I • • • y • 0000• ••• • 0000•• 18.000 I • 00000 •• • 0000 MAX O.C. I , 0000• • • •• •••• f • 00.00• I • I I 0000• • 00 00•• • 0000•• i • •• i I • .00• • • • 0 • t I 0000•• • • : I i I I - I • i I i I I � I NOTES: I I 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION. I I 2. SHIM AS REaO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/18' IS PRESENT. ANCHOR LAYOUT 3. LOAD SEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. + FRAW WAWNWORWOODI 4.3115" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114• INTO MASONRY Ili THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL BE ACHIEVED. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO BY WOOD BUCK. S. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL A UPDATED PER NEW FBC REQUIREMENTS min= NOT BE USED W SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. � 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: YANDO , SYSTEW A. WOOD - MINIMUM SPECIFIC GRAVITY OF Gs0.42 � B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,2011 PSI. N ` : gDD SN144TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM G80, GRADE N. TYPE 1 (OR GREATER} . °' ' "- y ° /%j y (Fj�$^/ FLORIDA 34474 IX �° d '• R SCHEDULE & NOTES - LARGE MISSILE IMPACT PrAw# AwANOcowmsn%AL •� '' $�:~ ° -'• u R 7/8121108 THE WORM UN OONTANES N INS DRAWM tS THE SOLE PflOPEAIY0� C ^ "l.YiO MJgS CW.g-1 WBtlDOW SYSTE4LS.NC. ANYREPRODUGTION Pa PAf1TOR ASAWHOLEwI1BOUT , FL P.Np. $2614 . wamEti PEnMISSgN OF CUSTOM wwnawv 8YATEMB. 00 t8 PIioHISm, +. ; A 2 OF 8 • , y .b 1 'r C n q r !8' '� :Sa• �: fit. HEIGHT (IN) • ! 1+60 {1NT 0 " 84" 90" 96" vi • /-60 +60 / -60 +601 -60 +60 / -60 • • 60" 7b / -60 460 t -60 +60 / -60 +60 t -60 7E" • © • 1 -60 +60 ! •b0 +60 ! -60 +601.60 1 -60 +601 -60 +60 / -60 +60 / -60 ox /-60 +601.60 +60 / -60 +60 7(�3 f -60 4601.6 +6o / -60 +601 -60 ..... . ...... rICTE: IF SIZE NOTSHOWN, USE NEXF IM OER SIZE I *0VEAALL 3/18' TEMPEREa 1/Y AIRSPACE 5t18 LAMINATED GLASS 118' ANNEALED 3132' Sep 118' ANNEALED 13118' tRI.A@$ BITE + S A03'Y'E A } A UPDATED PER NEW MC REQUIREMENTS OBJ10108 lit i �,•r `�INWw .: ei •r ` 1800 SW BATH AVE. FLORIDA 34474 bP CHART & QLAZINQ DETAIL - LARGE MISSILE IMPACT aROPRaTAnvANDOa•Mattaa a: ` a ' ° t. t!° AD ?AWD08 meMRt,+TONCOnWAWMINTMDPAWING18T PMRa +Em =Air L. R ` s CWS -165 Womow SYSTEMB, W R1 M ANY V"MDWTM PANT ORAS A WHMEw WRrtTEN PER1M9810NOPCOSTOMwe•IDQW SYmon. W.13 u' FL �EP N0.625TS _ a A 30178 • • • • OVERALL L T WIDTH • • • • • • • • INTERIOR sm 0000• 0000 • • B , • • • 0000•• � 0000• • • •• 8 0000• •• • 0000• t • 4 •6906 • s 0000• • • 18 1 � � �� Q C`,d •0906 . r,• ' s EMRIOR , i �n , • NO L AKlHT SIDE SHOWS FWD PANEL EXTERIOR I INTERIOR OVERALL UNIT HEI3HT (SEE PAGE PAGE j 1 1 1 f 7 1 �L1 1 1 f r fT A UPDATED PER NEW fSC REQUIREMENTS 1 M TE: nWS 33 1,55 -59,82 ARE � as ' B � f•e ', • SYSiFAt4 UT NOT SHOWN FOR CLARITY FLORIDA 34474 EcTiom VIEWS - LA GE 1 IMPACT $ - PAwfwrARYAiv GuWWft0lAL - 1 r y', 6 7/ 20�E 8 3 wDJdOW SYSTEM= PA)oWT KNPAAFtTaRASA A.Ew s LP.�iTO 44 T -" 1 TYP#la4lVERIGALSECTION WHR7ENPERwsBgN�CI187WewNpowswrEw .wIspRGHmRES:� s e t `° A 540F8 6 ,� Hem # a s s oort 6.836 FRAMEI:.QNSTRUCTK)N t PV C. mol !Fie 1 3 8 7 F+-� i gqb „� 8gp 7 1 t3 • 3 Rev G • !_ _ _ r GSG ,5 .5 S r ' t. I75 088 a• t n, AWM REINFCRCFAtENT -1681 PVC SCREEN TRACK • 8041 651 x142 8 aw, P✓G .100 PVC OUTER FRAME -8042 8883 -T8 423 � 1Fi9r, G, R7�► • • �� Plot 1.845 1 t2 C, • I !� f 187$ t 1.1 PVC ANTI -LIFT CUT - 8038 FRAME CORNERS • 1 H-em F j�p l t x185 4 SCREWEDD TOGiETHER is 580 Reim. • f • GSCiD PVC OLAZEBFAD -8037 C, 1 .120 ,080 t 5-1580 CA • • 3.583 18 1 G 1 2.136 6 ALUtd REFNPOHCEMENT -1580 tQ0 PVC ROLLER TRACK - 5038 VENT GO STRUCTION 20 1+8034 POper 80&Q Ts 21 SAW FbIM., 4 -101 8.06.9 5.1581 G ,887 23 46M Pftft FK PVCo SM. Tap. Fmi t prL, PVC, SM PVC PANEL INTEMOCK- 8034 .478 PVC FIXED PANEL LIFT- 8038 25 H•5032 Panel AK FVr. SOD. Sot. Pxd. 11A at 28 G I 27 C, . 175 3218 1 26 S•1 .. 22 H•6033 Partei Wk. Pxcl., WG SM � 055 too- 30 U10h FM ML, Fxd, PVC, SOD 1.720 ALUM FIXED PANEL CUP - f ats 31 S-t50 fbid., RY, G SfaTa 8063 -TB 32 S C, '>� 5$0 VENTS FULLY 33 45 34 S -8037 .Bd.,1, Fxd.,Holz. PVC IN1•EIB.CCK SNAP -SM PVC WELD SUPPORT -8048 WELDED 6037 1 1 PVC, SOD,Fxd., erL ti0631Tt 36 803 . .7^.RJG�3D. f> .1r80 x191 a 28t3 — �j 37 Fr803 Bd t', F'V ry ert, 38 83788 Lock & G GOD PV C PA , L + KR I 6032 7 ag5 11 38 83222 a- "VGSOU S.S VC 40 tp., 0270 x .18 48 F3555W 48 83768 88 x 0.025 Ph PH SM PVC TRACK FILLER -SM MxgllrFhFHSWS,M 1 61 83342 Beam senior, Sun" 21813 I P-3752 I Cap ,1/2" Hub ALUM FIXED PANEL COYER -1587 ALUM. MO RISE ADAPTOR 53 3438 t rusmat -M 8063 -TS soe3 -To 54 FL3438 tht 3663 ( JAUPDA TED PER NEW FBC REQUIREMENTS pwlpJpg 83352 Set 7 t!8' x 5V x Y . Ceti sb,AS .100 58 851 T 3er�porary LbI j 58 FL3013 IM90} 67E145 Uais. MW 25.4 44TH AVE. RIDA 34474 8t Sash 25A PVC PANEL INTERLOCK CA� 82 83287 er, (aee 21 r '� S & B. M - LAR E M S LE PA T 64 5 t597 Pane l Covet rr't616 edAnchar =' t !v �,n : 7!812008 88 Aasm.Screen PRONNYAt1YAMCOMPMOU" nffi WORMATIDN CCNrAMM N TMDRAWNG IS THE®fx.E PROPEM OFCUS30M R �L } 67 S•16C1 Hglv6t8 r WINDOWSYSTEMS, M. ANYRtnW =TKINNPARTCAASAWHOI.EWtffbW06 '• F1..P.ENO. 14 A 8 OF 8 ' r. �• �@ Ka t. ' C 1 6 1. g,. •Y•. F e , M � ..act '. Ol�".,1� 3 09 8 NO 2d SHEET 39r FIXED PANEL CUP SCREW _uc • • • • • • • • t t (MIN E ENTI (MIN EMBE • • • • • • • • • (MI EMBEDMENT) INTERIOR ]!9: MAX SHIM M CONCRETElFAWASONRY • • • 0000 • • • CONORETSIMASONRY 4 ' CAULK UNDER SCREW (SEE NOTE 2 & 3 SHEET 2) ' P SY OTHERS BY OTHERS a $ HEAD BY INSTALLER ° • • • • • • • • • • • • a QdSTALLA'TION ANCIlOR, • • ?;I6keEN SWK a 31t8' TAP= MASONRY ANCHOR W • • • • NG BY OTHERS ' ' 3, 1' FLAT WASHER •••iYOTHE 0000• • •• 00 •• CONCRE * * 0 0 0NRY� o • •* i8 X SW TEK •Rli•• • 00• 18YWOODIlUCK • O V . BY OTHERS 0000• ttt44 0000 27!18' �' . P 27118" • 0AINo MBEDMOM • 4 ' • • • • • • • • o „ CAULK BETWEEN BUCK • • • • • d tr • +,� v y AND OPENING, • • MIN EDGE DIS . • • • C Ll D OTHERS 0000• • •• • 2Tllk'• –+� CAULK UNDER SCREW i • • • • • o e a `� .0 d ' D Sj • • • D ° p o 2= V + '� INSTALLATION ANCHOR, HEAD BY INSTALLER n, ` b 2 w • • ° .� r%° • V MIN EDGE DIST. 0 1 311W DNA. MASONRY ANCHOR & a MW gm 0I8T. 4 d S • V2' FIAT WASHER DOOR FRAME ' Q • v p O�tAFfVNAE JAMB •� ° EXTERIOR FINISH 4 0 JAMB PERIMETER GALLIC y "OTHERS o . o `. BY INSTALLER ' Q o PERIMETERCAULK ORIZONTA 3ECT1 N lJ4• MAX,SHIM BY INSTALLER { M EXTERIOR RB PERIMETER CAULK a SEE NOTE 2 & 3 SHEET 2) 9YYOTWOOD a " EXTER IOR FINISH DOOR FRAME BY OTHERS HEAD EXTERIOR INSTALLATION ANCHOR. 3AS' DNA. MASONRY ANCHOR & V2' RAT WASHER EXTERIOR CAULK UNDER SCREW HEAD BY WSTALLM CAULK UNDER SCREW NTER10R HEAD BY INSTALLER Ht"tSE SILL BEAD OF CAULK BETWEEN HI TALL R AND FRAME BY S OR FRAME INSTALLATION ANCHOR, 3118' DUL MASONRY ANCHOR & Vr FLAT WASHER ° CONCRETEIIASONRY IfYIN STA R�to4NOT ' d n. /� — BY OTHERS A OF PER NEW F9C REQUIREMENTS 1 W08 COYER WEEP HOLES Oa > 4o- ne ns If � a p . p GJLES HOLD ANCHOR � ¢ ,...� STStFans 11/4' EPARATIO TO 2x{80 .� v o a a s e _ 8DO SW 44TH AVE. EMREDMENf) r � t• FLORIDA 34474 �L �4 .•�5+r '.•v °� •�' * P 210 27/18' t Z7 � 4 • (MAV.EDC,ED(ST.I PROPPWARVAFDCOWWOM4I. •+a a �^�i , .� y �� . 718/2008 VE EGTION TrE,Atpw DONTANmwneaDFAwNn IB THE lK>LE PROPEH1Yt� "'I'.•@Q►MS ° { N_R� WNAOWMTEMS ,NGAWREPROOUCTMNPARTORASAWHOLE FL P.E,'NO.52514 .'e ;t .. 188 WwrTEMFPERMWSMOFCUSTOUWNDOWS "TEMI Nr.ISPROHt M!D.` f A SOF8 • • • ]!E MAX SHIM Z FIXED PANEL. CLIP SCREW EMB • • • • • (xi R pNRY. —,,,,, EMBEDMENT) {SEE NOTE 2 6 3 SHEET 2} {MFN. EMBEDMENT) { � NTy • • • • • • • � OTHERS ""^•.,,; • • • • • • • • 1/4. MAX SHIM «I CONCRETEIMASONRY • . • • • • • • • • • • RY OTHERS SUCK ��"^a ° jb=IOR (SEE NOTE 2 d 3 SHEET 2} a BY OTHEF • • • • • • • SNULK BETWEEN BUCK �: p C14 WOOD SCREW ? ° INSTALLATION ANCHOR, • fND OPENING BY OTHERS INS 010 WOODSCREW • • • • • 000 • • • ALLATION ANCHO NS X 2T4 TEK b Ire FLAT WASHER • s ••••• E10 WOOD SCREW rd •• • n D • ••112' FLAT WASHER n • • •• • •0 •• ••• 13/R• 23YWOODSUCK • • BY OTHERS S O R 86-000 (MIN. EMBEDMENT} b • • • • • • • I N 4 ° 4 a �. n r , b CAULK BETNlEEN SUCK •• • ° 1 b• aP D b b CAULK UNDER SCREW b AND OMINaBYOTHERS • • • • • • CAULK U o� •� • d s HEAD BY DER SLERW HEAD BY INSTALLER n s • 0 g Q DOOR FRAME RSSHEATHING p p Q' PERIMETERCAULK JAMS EXTERIOR FBNISH Q BY INSTALLER PERIMETER CAIm K ,' cp oS BYOTHERS It A 0 EXTERIORpmH HORIMAL SECWN BYINSTAU.ER 0 BY OTHERS{ EXTERIOR FWISH PERIMETER CAULK . EXTERK}R SHEATHING BY OTHERS 13Y INSTALLER 314_ MAX. SHIM BY OTHERS DOOR FRAME SEE NOTE 2 &'3 SHEET 2) HEAD CAULK UNDER SCREW HEAD BY INSTALLER EXTERIOR INTERIOR CAULK UNDER SCREW HEAD BY INSTALLER HIGHRISE SILL BEADOFCAULK BETWEEN HIGHRISE SILL AND FRAME DOOR FRAME BY INSTALLER SILL INSTALLATION ANCHOR, PERMETER CAULK 3+16 MASONRY ANCHOR & V FL T AT WASHER BY DISTAtlERtDO NOT A. COYER WEEP HOLES Q e r — BBYOOTHEEIR DS E/MAS�NRY A UPDATED PER NEW FSC REQUIREMENTS DWID a 'p b p 4. p b 1J OLES HOLD ANCHOR rya #.-1. ,� i , ` EPARATION TO 2450 � ISO SW 44TH AVE s+ s r , i LA, FLORIDA 34474 (MIN EDGE DIST.) -� 2 Tl i S' �; � y e ALLATION DETAL IN 2 BY SUCK - LARGE MISS IMP • «. E TIC LC_ THE WCFOtiTVNCONIAa�ED S 15 • ' LRL Lftif 7!812008 FRAME( C SE OD) 7 � 01 W0=WSftTEMS.wC.. - ROWCTKtttNPARtVR7.AWH= rt FL R IJO S25ta 5-165 wRmere PERMOffiKIN OF CIJBTCY WB,IOOW SYSTEMS. fNC.IS • ' A ?OF 8 ' ky • av f77 1 r:. 3 }. « z .. �J , `a r . .cso• 4 � t .. a , ``� ``r '�� J`a P t �i tit 1i�fl�nfle °° • 1� :**to • • • • • • • • • (M M 1w MAX SHIM if FIXED PANEL CLIP SCREW (MIN. EMBEDMENT) • • • (SEE NOTE 2 & 3 SHEET 2) (MIN. EMBEDMENT) • • 6••• • • 0: 06 0 • • Go** • 2 BY WOOD BUCK (SE ENOTE 2 &3 SHEET MAX SHIM • • • BY OTHERSB (SE2J —y DVSTALLATKINANCHOR • • 0 6 6 0 6 6 3na DIA W SCREW • A10 WOOD SCREW & t12` FLAT WASHER ••666• • •• •• e• • • • • • ,up, ALAATKOtANCF1oR, WOOD SCREW w1 f6 %31a TEK • •6.•• 06• • •• 6 i •60•• •• • • FLAT WASHER i • 0 r�HEa R • • • • • 6 (MIN. EMBEDMENT) • By OlTmS •• • • • 0 • CAULK UNDER SCREW CAULK UNDER SCREW – 2 BY WOOD BUCK • • • • • • o¢o • HEAD BY 04TALLER Y � • � HEAD BY INSTALLER BY OTHERS Q' DITERIOR DOOR FRAME EXTERIOR SHEATHING PEFUMETER CAULK .. `Q SYOTHERS BY INSTALLER ,r ti P B EMOR SF�H ° o a BY PER IMETE R ER °S o EXI )OR FINISH /�HORGX3NTALSE BY OTHERS? — � y EXTERIOR FINISH PERNETER CAULK . BY OTHERS EXTERIOR SHEATHING BY INSTALLER 1t4' MAX SHIM BY oTHERS DOORFRAME SEE NOTE 2 & 3 SHEET 2) HEAD CAULK UNDER SCREW HEAD BY DaTALLER EXTERIOR .fibR CAULK UNDER SCREW HEAD BY INSTALLER HIGHRIE SD.L BEAD OF CAULK BETWEEN HIOHRISE BILL AND FRAME DOOR FRAME BY INSTALLER BILL INSTALLATION ANCHOR 3118 DIA. MASONRY ANCHOfl & V2' FLAT WASHER BY INSTAL CAULK 4 > BY W$TALLERtDO NOT COVER WEEP HOLES _- ' —gY o� A UPDATED PER NEW FBC REQUIREMENTS pB/t0/o8 iu.956-JL= 06 ae • d p 4s Ds Ds ♦ COR� , OLES HOLD ANC►�" i ; wwDaW SYSTEMSs WK EMBEDMENT) EPARATION TO 2 ;. o , < • i " . 180D' SW 44TH AVE 1 v IORIDA 34474 (MIN EDGE GIST.) i 2 7/18' ¢ �n - TION DETAIL IN 2 BY BUCK - LARGE WSBD.E IMPAC PROPWTARYANDOUNRC M41. , � . t Y•. • + d j fir• 718=08 L6.'• V ERTICAL SECTION 'RTE RJFOAMATION CONI'A@1E0 RJ T(6s DWIWNfi IS Tt1E80LE PH0PEgTY(w �FRAME(W000) wr>aowSWIE S,MANYNEPADM)G 10NNPABTORASAvim= FL. No.M14, pr CWS 165 wpitTm PEnmissm oFcustW wDalow sYsTE61s. m Is PRoF mnil .ni. ' c a • a o f a • _ ° c �(;•�.. .•�� pro `L� \ \\ Florida Building Code Online Page 1 of 2 Bas Hone I log In I User Re %tMtWn t Het TO" I SubmB SwdwMe I Scats of Facts I PubUMUons i FBC Staff I ac[s Site Map I w,ks I seasch .i Product approval Iu USER: Public user Product A Menu > Product or LRR *Mt Search > AvoHeadon List > AppticatIon deteR FL # ,/ FL11105 v Application Type New Code Version 2007 Application Status Approve 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 mlafevreC cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1.900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Category Exterior Door Subcategory ` Sliding Exterior Door Assemblies Compliance Method. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer }d Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. • • • • %ualllty Assu Contract Expiration Date 12131/2010 • 1Tlidg111d Ry • • • • Steven M. Urich, PE • • • • • • • i i • i • • L Validation Checklist - Hardcopy Received Certificate of Independence FL1 ] IU5RO Ci�l SGD-8900 OXXO 16080 PE statement odf • • ; ; PeffticeoStar4dar (Pand War (of Standard) Standard Year • • • • • • • • • • • AAMAIWDMA/CSA/101/1-S.2 /A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 • •• •• • • • •• ••• • •• • • ••• • • Vlorida Building Code Online Page 2 of 2 TAS 201/202/203 1994 Equivalence of Product Standards Certified By " sections from the Code ` Product Approval Method Method 1 Option D Date Submitted 07/16/2008 Date Validated 07/21/2008 Date Pending FBC Approval 09/15/2008 Date Approved 10114/2008 of Products It FL # Model, Number or Name Description 11105. SGD -8900 SGD -8900 PVC, OXXO and.OXO, Siiding Glass Door, 16080. - i Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11105 RO II CWS -298 (SGD -8900 Impact, OXXO, Approved for use outside HVHZ: Yes 0 df ImGpact Resistant: Yes Verified By: Roberto Lomas 62514 Design Pressure: +60/ -60 Created by Independent Third Party: Yes Other. Large Missile Impact, Max. Pnl. Size 4` x 8. Evaluation Reports FL11105 RO AE 510776 (Evat Rep OXXO 16080) ndf FL11105 RO AE DuPont SGP NOA 07-1116-04 .ad FL11105 RQ AE Mikro2NOA 06 -1220 01 .pd Created Py Independent Third Party: Yes �iatk .Next DCA Administration Department of Community Affairs Norma Sufldtaff Code onnoe Codas andStandards 2353 Shumard Oak Boulevard Tallahassee Florida 32399-2100 (830) 481 1824, fax (850) 414 -8436 0 2000 -2005 The State of Sorida.'AO tights reserved. .Cd Mftht and Di sdaimer Product Approval Accepts: ' Y6111FT � •• •!• / • • • • •f ••• • • • • ••• • • L. Roberto Lomas P .E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 - Report No.: 510776 Manufacturer. Custom Window Systems 1900 SW 4 Avenue Ocala, FL 34474 Product Line: Series 8900 PVC Sliding Glass Door— Large Missile Impact 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 herein complies with the 2007 Florida Building Code. Product descr/ption: Sliding glass door is made of PVC. Main frame Is of mitered comer construction. Panels are of welded and mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -298 sheetsl of 8, titled Series 8900 PVC Sliding Glass Door - Large Missile Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test report No. NCTL 210 - 3530 -1 signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±60.Opsf design pressure, 9.Opsf water penetration. TAS 203-94 Cyclic Pressure loading t60.Opsf design pressure 3. Test Report No.: NCTL - 210 - 3506 -1A signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/132JA440 -05 Design pressure: t60.Opsf Water resistance: 9.0psf ASTM El 886-05 and ASTM El 99"5 ASTM E18861 E1996 Large Missile Impact Test Level b, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, #60.0 psf design pressure, 9.0 psf Water Infiltration Test 4. Test Report No.: NCTL- 210 - 3506 -2 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 1011LS.21A440 -05 Design pressure: t60.Opsf Water resistance: 9.Opsf 5. Anchor calculations, report number 510777, prepared, signed and sealed by Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t60psf • Maximum non -active panels size: 49 118"x 93 318" • Maximum active panel size: 51 118" x 93 3/8" • Maximum D.Lb.: 421/8" x.86 318" • Approved configurations: OXXO, OXO • Units must be glazed with 1" IGU consisting of a 3/16" tempered outboard cite - air- laminated inboard late consisting of 3/16" annealed - .090" Sentry GlasPlus interiayer by DuPont - 3/167 annealed per ASTM E 1300. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind home debris regions. • Frame material to be rigid PVC per N.O.A. 06- 1220.01 .��t 5 R •" /// • DuPont Sentry GlasPlus interlayer per N.OA 07- 1116.04 `.,4� • " 'Q �� .lnstallakon: Un r ge=nsolal's&d; n accorxiance with approval document CWS -298. * ; a 51 Cerdflc111on4!!`'!nd @jdend ••� � -;:,-;0 Ci Please note that i don't have nor will acquire a financial interest in any company manufacturing * TAT OF 0 4 f� or disbj utinp the product(,sj for which this report is being issued. Also, l don't have nor will � �.� DP acqui t ONA1. e a finae dial i�i�erest 0 anyl 4fter%%ty involved in the approval process of the listed /,. ��,s , ORl • e 1 of 1 Luis R. Lomas, P.E. • • • • • • • .. • • • FL No.: 62514 • • • • • • • • • 07/17/2008 ma ;...: •••` : SLII}, Rat LASS DOOR (LARGE MISSILE IMPACT, MC IMPACT RWRWEn s • • • • • • • • 1. THE PRODUCT SHOWN HEREIN IS DESKGNED AND MANUFACTURED TO OOMPLY WITH • • • • • • • • • • • ISUM MA)4 OVERALL WIDTH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITIOM. • d&lm5 A10. 42-1 GLASS 2. GLAaNG DETAIL: (SEE SHEET3) • PANEL WWH DLO • • • • • • 3. APPROVED CONFIGURATIOMS 'OXXO'. 0X0 • ••• ••• • 00.00 • 0 B 4. DESIGN PRESSURES: (SEE TABLES$HEET I • at* • • • • • • o - 7 - NEGATIVE DESIGN LOADS BASED ON MD PRESSURE AND GLASS TABLES ASTM p E 1300. •• ••• • • • •9808 i 0000 • ? ` POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER MLTRAMN MAX. 8 • • OGVERALL • • • �• TEST PRESSURE, AND GLASS TABLES AS TM E 1300. •• ••• HEIGHT • X X 0 ffi31$ S. ANCHORAGE: THE 33 i r^ STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN • 0000• • 000 • • OLD OF THIS PRODUCT. SEE SHEETS $ • 8 FOR ANCHOR DETAIL • 83578 • • • 000 OANEL • • S. PRODUCTS APPROVED FOR IMPAOTRESISTANCL's 00 • • • • t4 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. IL REFERENCE TEST REPORTS: NCTL•210,"*I. NMTL•2I "00•1A. NOTL.2104506.2 A IL SERIES r MODEL. DESO ATI#0: SGD4900. 8 7 10. WOOD BUCK OR STUD FRAMING TO SE DESIGNED AND ANCHORED TO PROPERLY 148 OW MAX wGRALL WIDTH TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECTOR ENGINEER OF RECORD. — AM MAX 47.125 GLASS. 11. TG4E DESIINATTON X AND 0 STAND FOR THE FO LLOWINq; X.OPERABLE &ASH, PANEL WOM DLO O-F0MD SASH. B it SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 7 88.006 D MAX. 8 OVERALL gum H1ik3fI7 0 x 0 G LASS PANEL DU3 HEIGHT ' B 7 ?ABLH OF CONfENi3 •! :•, r, =a:••� •, . ;••, .;; 1800 SW"THAVE. 03001AL NOTES a ELEVATIONS-11 � + 4 / �' °GALA, FLORM 3074 ANCHOR SC.HHDULE a 140`11M-2 \ p .. ' •• y DP CHAI>JT & t31$,M DETAIL..... NO fE6 a ELEVATION ' LARGE MISS MIIPACT ggpTiO{� , < -. w 8900 = AAJ Q13l2GDS 4fiRitS1Dl1S a B.O N .«._« _...B PR6PIw(TNIT AND I�nreool7ul ." tt 1+ a +coKrw�c •I �ats ORAwPa18tIESOtBPR> OiY ClH7Olt `r TMB PVC SGD NTS CWS-m M16TALLA7fOHDETAIIS..ti......T -8 wcroov�s aacMa I+ooucrn�+e+anar�cRa�v c r twrnlE,: a•�p lm YMMP 10F0AMMV fWMSY87EULWC.16PROFY6f1IDw.%a Y h n 1 OPd IN To r « 7 •� • • g• Mkx 12: MAX. •�•••• •••• i • i "p, F TTYP} • • •••••• w $. r a' 8- • 4• 4" �• 4' 4• IM FRAAF- ••••• •• • •••• pAABt>t+IftY08W000J NOTM 1. INSTALL TWO ANCHORS AT EACH LOCATION. 2 SHIM AS RM AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE, GREATER THAN 1118' IS PRESENT. a LOAD SEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3+18' OIA. ELOO TAPCON (OR EQUIV.) MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1114' INTO MASONRY THRU FRAME OR THRU i By WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL BE ACHIEVED. 8. A10 DIA. WOOD SCREW ANCHORS MUST BE OF SL FME14T LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13W INTO 2 BY WOOD BUCK, OR FRAMING. ;.:tJ�n:':4 ::: 7C - .• S. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. e�"1' Bw 44TH AVE. FLORIDA 34474 7. ALL WSTAUATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING y . , ,. Fs = ► ; o Y• :s, c : 8900 wN AAJ 813M20nB MIOMOET'AiIY AND C01/�E!{TIAL r: � . TK TMcarTAO MNnesufuwwo�an�saea noFt " G1Sc�6 ' Pvcsan Nrs Dws -sse ww0MMTC-r.�e MANrnea cnaa NPAPIT ASAWwt.Wwrn+4�+nle ' "FMOEr vaa7Ta +vRwesaNORCUSrokwamONrsrsrrSas rrc.nsvaoweiTeo. — . o , :• 20F8 HEWT (tJ} • . • GLASS 7!120 CONFIG • • • • • TYPE 84" 90" 96" . O OlOXO . . A +601.60 +60/ 460/-60 +60/-60 oxxolOxO A 460 -60 +W /-60 +so / - 60 44M / -60 11D A +601 -60 +60/-80 4601 -60 4B0 / -60 4g 't! xx XO . A +60 1 - 6a +601.60 +601 - 60 .4M/ 1640001 OYXO • • i • • • A + - 0 +601 -60 480 ! -60 1-60 1 . . mm • • . A +80 / •60 +60/-60 4601 -60 460 / -60 18th ° • • OYXO • • A +80 / -60 4601 -60 460/-60 4601 -60 185 • OliXO A +601.60 +60/-60 +601 - 60 +60 / - 60 192 OXXO A +601 - +60/ -60 4601 -60 +601.60 I* OVM LL 3"r TW.. 7118" AMPAOE 3t13' ANM, 988 $9NMOLM MUS 3ft8• AMM. e GLASS TYPE A . 1.4 44TH AYE OR14A 34474 m V: SYSTS .WTORAwMasL Pvc n N7s cws296 SYSTE4ffi. UY« AIV+t REM90bUG'IION W PAATOR AS A WHOLE RCUi ••• r• •�, 4 wt+ mH+ FERU88aMOFtJ6 'm4ewRAOw8YS19a'a.wc.is 3OF8 t - i 0000 0000.. 0000 s 0000.. . .. .. .. .00.00 q .. 0000. .. . .. 0000.. 0000.. 0000.. , TYPICAL. H 14I7_ONTAL SECTION r r f 7 t 1, �` '�j • SVY 44TH AVE. 3 ��b�• ' •` np PLQRIDA 34474 a; s . r�fEC fiON VIEWS, CXXC- LARGE MISSILE UPACT TYPICALVEFLT106L SECTION n+oPxerAmAiooa u � RQg��1 r _ avcsc� Wrs cws�e THE IDIFOH41AT10N GONTAAED OFNW6+Ki 6TNE80LH PpOPBiNTRM! W 6JDOW 8Y9TEU8.,t�.ANY flEPPOp.C➢UN PMT OR A9 A 97 W iMl IM13�U " WFaYf@1PF.IWIB&OlI OFg18TD61W@DOW8Y61E4iB.INC. IB PRO '•Fr AK ;si +f��s '• dfi'�.,}' �3u'• 'yy •� 4 . •.••• •• • •..• 9 1 as • •• • • f 8 t 8 1 • 8 • • • • • • 1 1 1 '1GAL HORIZONTAL SEG M a ed : i� 8 f S $ T. ITEMS NOT SHOWM FOR CLARITY: t 10,28-32 A4 V J f 1 r � I 4 a �• '►�� y i 0 L s TION VEWS'OXO"- LARGE MISSILE IMPACT • e etit>Q wN : AAJ WY2005 TY I'ICALVERTICALSECTION THEn orouTONCroxr wTweuwwtvrcTls PaoPErtTro Tall Pvcam : mTs w sm WOMWSY MAL MAlWrZPf =XMMINPARTa�tisa+vn�WMIOLM •�p,E � .• . WRITTEN PEoAWONOPtx18TOt/WMM=TOM W- ISMONSMIL '� �. ,1 • q`,i .� 80Fft a M Not • • • • PART NO. • PARV. LIST • • 110N _ EB ME CQNMUCTION s�3b - -1.sas 4 1 H4042 PMM MA PVC, AD 200 • •!&$pq0 114 NEW 3 M liti9 8 4 • • . sLL 1 � 1.878 MAE P C JA QQ J ALUM.AI2 �R AW -1591 e ML P 7 • • • • B 6038 Lll'PORT BLACK. FIXED C, SQD 6 6032 P t 0 YG, t3D t00 PVCOUTERFRAW-GM FOR S • • • • P NBL SRa@ FE CORNER$ f1 • S Q CEM P W C $ PANEL t tt7 t t 8tS t RAM WELDED TOGETHER 12 • P t 13 H.= 14 14404 SfiO PYC t . OBD IS , SNAP-ON, PVC 16 $ 6D37 OF.ADlW,PVGSM 8.883 1 ti81 17 P471M CAP PVCOd A2lFX3 SEAt1 • f90.37 + 18 P-3142 RCt LE A PYC, 8(iD, STEELI 1 S 6041 TP. 0 CK P FA .100 ALUM.RE EVENT• 1890 _ 21 8$040 THRES Sm, OAS VERM 22 P-3789 LOOK & HANDLE Mr. PVC SSD .ss9� WELDED FULL 23 P -3 V* E PVC - BQ84 24 1 .3f1 P- AIR7t1fr 3x18" -.0W - 3r18"AhL t � 26 P-4136 0 x P D P S e 2128- 2.t38 7) 28 P 3342 SEAMS BALER, S 4504 27 P -3438 HID L 7RU.4 tt8o 2.813 .100•:. 28 18 P L AL MIUM S D, SILL 787 .650 5 1818 L 30 S -1897 QCV FIXED PANEL CLIP ROMER TRACK -1888 31 •3 86 PS tg PVC; FptEO PANEL LM7 -8538 P -37137 #10 X A R ALtiM H10tff1 ADAPTOR 33 S•1501 SNL 34 S•1591 R INFO 750 D, L 3!i S•6040 R PVC, St3D B1RA ppppN��,, Dp �Sit6 2.19t 2 1t379 STRA PYPVC'iOP�gpO7TflMtVti1 080 4 3 P- S 85 OUR.1 9J8' 2' UL 1.876 1.238 _ .. i•?� 1 PVC TRACK FILLER - 8040 }I _•.• - l TVC W%0 SUPPCICI' •8048 1 tw i 100 .878 3 � 3218 Sw PWSCRSEM TRACK- 8,041 ;:1. !200 LA FLORIDA 34474 NB t I - 0 -7:1 . . PVC PALNTMU=X - ski !" ��, , . ; -`gy FXTF1UTlQN SBSt]M- LARGE M9SSILEIMPACT 8900 AAJ 613t2D08 PYC KrERLOCK SNAP -8MS "WPM"NW AIM coma m4u. PR0 SYS .t C} 9L PVC SCip t4T8 1;4118 2> ASTR iGAt, SOp. PVC • 8043 7W TNPoRMAOON WWAM IN MIS QRAWM IS IM SOLE PFOPE�t1YOF W8MM q "MOW WW00'N TMA WM ANY IO: UMM IN PART OR AS A WHOLE W11tDY114S WMn%WPERtA WM0FCU81OMW1l MSYSTEMS WG tSPFOFOMD- ,,, a $OF8 • �� j • rt list .t, a • 4. �w i F'in tK• • •• • . .. • • 0000 • • • • • V4` MAX. SHIM. • • • i • ••� (SEE NOTES U3 SHT. 21 IW MAX. SHWI •• thm EISomm (8EENOTE82385NT.2? • � _.• it Scriav 00000 • • i • • CON HEAD B MM ALLER NSTALLATKkR ANCHOR • 6YOo�� 3t16'MASONRYANCHDRie7 000 0• •• • 0000 V2' RAT WASHER 0000•• �T116' 271tr • • • 0000• . .•••.. . 000..0 • •••••• • • • •. Y twNW D� S =Km • i • • • • • • • • i �d INSTALLATION ANCHOR, HEAD BY INSTAU.ER • • • • • • V2• FLAT WASHER A EXTERIOR • • D FRAVS CONCRNT&MASONRY BY OTHERS ME DOOR FRA MAC R0R1201 7AL SCT�1 PERIAETER CAULK PERDAET A CAUUC ONRY+" BY INSTALLER CONCRETWOSONRY CAULKERTNEINSUCK BYI,STALIM BY OTHER AND OPENING BY OTHER EXTERIOR FNISMH F7t1ERpRFINEIH SMOTHERS g a OAU &8ETWEt6N6UCK BY OTHBRB BY OTHERS t Rio• VAX. SM JUX EDG E DW4 K 7n B' 1 SY WD00 BUCK v BYOTHERS EXTERIOR FINISH V4'' 6AA)t BFIM BY OTHER (SEE NOT28 263 SHT.2j PER UA" BY TAU ER atir Oik MASONRY ANCHOR AN NCHOR 3 IW FLAT WASHER DOOR FRAME HEAD CALU UNDER SCREW HEAD BY MrALLER EXTERIOR Hmfjo£SILL CAUK UNDER SWIEW 1. MTAL LATIONS / ANCHOR HEAD BY INSTAU.ER BEAD OF CAULK SetWHBN DETAIL ALSO APPLIES TO "OXO' 3 DOOR MANS BY �T BLEAR "W FRA►�E PANEL CONFIGURATIONS SMl NSTAU.ATION ANCHOR 3118' OIA. AIA$DNRY ANt:HOR 6 PERARETER CAULK Vr RAT WASMR BY WTAUERADO NOT WNCRETIMASONRY COVERWFEPHOWS ;` s t ' i^ '• a SW 44TH AYE - 27ne' -1 1 v4• ;�a 4Q a ,�a; MAL& fLORfDA 34474 UPACTI tMKR E MT.) {- --1 IMN EMBEOLIEMI , r .Y � a r �� MpPR6TAgYAID0OIRiCOR,f4t. ' • � 0 THE bRi)RLHTKIN tX7HTACJE0IN 1t46Oa11Y✓M G 71Rf$ 80LfiPROPBAtt PVC 8OD NTB • CWS•298 t /£RTIC SEC'110 W M8v8TEaA8.tNC. YSTEM& rsawrgce j: a : ' , f RIME. RY1 wWi' TFSiPEWABSIONOFtx 13TOMW7NDOW8YBiE)AB.It1C.18� -• - e 70F8 es ` c r R as •i atMttl� • • .. .. • • • • V1' MAX. SHM V4• MAX. SHDA — f 112' • • • • • •t't}�' (SEE NOTES 289 SHT. 2) J R (SEE NOTES 833 SHT Z ) W EMBEDMENT} 00.0 • • • • • • • • • • IF •� INSTALLATION ANCHOR. • • • REEAD BY N S WOOD SCRAM 8 FLAT WASHER 00 • • • • I **see • • • RY F t% � • • • CommFAS• DOOR FRAME • jj • • • • CAULK BETWEEN BUCK • • • • • • AND ORENM CAIAK BE IYbEEN BIS�C BY OTHERS AND gPENWCi BY OTHERS UOTALLtTION EXTERIOR FNISht 910 WOOD SCRBW FLAT WASHER . CAULK UNOBR SCREW E BUCK HEAD BY INSTALLER OTHERS R BY WOOD BUCK BY OTHERS SY OTHERS PERMS fER CAULK BY CC C N EEMASONRY PERMTERCAULK HOR N 7N t(WOOD) S B1 NSTALLER BY INSTALLER W EXTE1gR FNIBN (MIN E T MB DMENr! BYOTHERS EXTERIOR SHEATHN3 ., BY OTHERS 114• MAX. SHIM BYO R � tSEE NOTES Y89 SHT.21 PERiAETER CAULK !f WOOD BCR F AT WASHER BY NBTALLER OOR FRAME CAULK UNDER SCREW HEAD BY MALLER HIBHRISE SILL cA{A K F WS T LLER 1. INSTALLATIONS 1 ANCHOR Iw BY NsrALLER DETAIL ALSO APPLIES TO "OXO" 3 DOOR FRAME BEADO FCAULKSETWEEN PANEL CONFIGURATIONS WHRISE MAW FRAME BY NSTALLER BY NSTA4FRJN07 w - WVER WEEP HOLES Y • x II NSTALI ATKNI ANCHOR 44TH Am 4� 21tr - � - Zms• 3J1B'DIA MLSONRYANCHOR3 �►� sea a � y1 FLbRIDA 34474 MIN iVRATWASHER 4 •^ " 7k �. EWE DST. -0. l�TlI6 , •• • . "` 8900 � 'I!� :�� !�. IMPArll COMC�RETEJANISCNRY x .., ~�� AAJ Bt312DOS V ERTICA SEC ON BY OTHERS ;(I s PYC$OD 119: Pt DWATM COWAINED 9+1M8 ORAWM IS VC GMZ VROPERWCe RO NTS CWS$98 E WOMW SYSTEM av A WAEPROOWIMaaARTORASAW+arEwm�put� WPoTfENPEN, MBSIONOPCt14fC4 AWWbOWBY9THIS ,Yi0.18PROt0811EG�a�ia+,T ' , s s•'•+ 80F8 �. tl i•"' �, H • lT s • �, � »Y y, , ` S a MIAM Bois NIIAMI DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www. buildingcodeonline.com PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is Ding 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 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 Division (In Miami Dade County) and/or the AHD (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series " FD-10P' Outswing Aluminum French Door w/ Sidentes APPROVAL DOCUMENT: Drawing No- 11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets 1through 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or O (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 dQAeirl N ekiteV.:: . • • INSPFC11011: A (Pit ot�is 81itire NOA shall be provided to the user by the manufacturer or its distributors and Mll N Ivall1ble at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The su4fflitted gtgunnptatioq wall eviewed by Ishaq L Chanda, P. E.. •• . . • • • • • • • • • • • : • : • NOA No. 07- 0629.10 ©� . • • • • • Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Z • ' ♦ • so* • • Page 1 . .. .. • • • .• •• .... 0 0 00 .. . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos. S. Rionda, P.E. C. CALCULATIONS I. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "B.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12111/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. . ......... . • • • • • • • • • o • • • Ishaq L Chanda, P.E. •' • • • • • • Product Control Examiner • • • • • • • NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 o•• • • • • ••• • • E -1 ••• • • • ••• • • 00: • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) • • 1. C4AZING OPTIONS • • • • �. • • • • -A. §4 LAMI NOM..402" CONSISTING OF (1) LITE OF 1/8 "ANNEALED GLASS PLUS AN .090 PVB lNTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM • • PL S (1) LITE OF 3116" HEAT STRENGTHENED GLASS. • • • • • • • • • • • • . •3/11' LAMI NOM..40 CONSISTING OF (1) LITE OF 118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLOW( EPSAFE • • • • • (IMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. • C. 7118" LAMI NOM. (.4859 CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS PLUS AN .090 PVS INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM • • • • • • • • • • • • W-l13 (1) LITE OF 3115" HEAT STRENGTHENED GLASS . • • • • • • • • • • 4I]. Tilir LAMI NOM. (.4859 CONSISTING OF (1) LITE OF 3118" HEAT STRENGTHENED GLASS PLUS AN .0W PVS INTERLAYER OF DUPONT BUTACITE OR SAFLEXIItEEPSAFE • • MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. • • • • • • • • 2. 151SIGN PRESSURES SEE TABLES 1 AND 2 ON SHEET 2. • • • • • • • sUNEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. NOA DRAWING MAP • • • • • • • 3• �f l= DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. TOPIC SHEET • • rTGURATIONS: X 0& XO OX, XXO OM OXO AND OXXO. — -- GENERAL NOTES............ 1 • • • • • • • RNOHQRAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL CONFIGURATIONS ........... 1 • • • • • • SOWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE • • REQUIREMENTS SEE SHEETS 8 THROUGH 10. GLAZING DETAILS........... 1 • DESIGN PRESSURES...... 2 a • • • • • • 5! SHUT?ERS ARE NOT REQUIRED • • • • • • 6. SEALANT INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. ELEVATIONS ... 3 • • VERT. SECTIONS ............. 4 7. REFERENCES: HORIZ. SECTIONS........... 5 TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01,03-0226.06, ANSUAFd PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. PARTS LIST. ..... ....... 6 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH ....... VELOCITY HURRICANE ZONE (HVHZ). EXTRUSIONS ............ ........ 6,7 ANCHORAGE .................... 8-10 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 93 30 30 EXTERIOR EXTERIOR 73 1/2" GLASS BITE 72 112" CLASS SITE Approved 0 e mptyb*w n Me i ® p Fftmaa ® 94 94 mk Da& rroftd conftl EXT. -118" ANNEALED OR EXT. - 3118' ANNEALED OR y� SGw CGaH HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERU YER DUPONT BUTACITE OR DUPONT BUTACITE OR ® SAFLEXRKEEPSAFE MAXIMUM ® SAFLEXRKEEPSAFE MAXIMUM INT. - 3116" HEAT STRENGTHEND GLASS +- INT. -3116" HEAT STRENGTHEND GLASS 402 .465 3/8" LAMI NOM. 7/16" LAMI NOM. e LAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 1 � f fom7ECrwaooYVRrve NOT ESAND GLAZING DETAILS 2�7 FA: Bnr37 B tL4WYW..QRCBABA MOM ?M MVEMAAWMAWWM MOopm,FLum r� AMMAWOMMMO.4ZWDEW"AanMAMM- -nlr ALUM. FRENCH DOOR& SIDE LITES, IMPACT 2 Ladik , RE FA: Ow A D 1. QLAOSD 1. &AWN0788 Ra R34274 tarrmt,rae mrr ,+r M "m ft"r PE 538712 Fx 2/?W .I;.! 821/D7 0 r FDfOt 1X 1 a 10 11003-1 B sWofmat TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: • • : • • A • AP • PROVED CONFIGURATIONS O, OX XO, OXO, XXO, OXX & OXXO :. • • • • :OR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) &. , GL�AS §- • • RENFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS 8" LAMI 1( l8• A_090 PVB 3f1B H • • • • • • • • • • : DOORS WRH GLASS TYPES A, B C OR D `s: Wtr LANII (1,15- M5, -37x6" H j • • • • • • • ' C. 711W LAMI (3118" A_090 PVB, 311(r HS) • • HEIGHT D. 7118° LAMI (3MS' HS, .090 PVB, 3116° HS) •••••• • •• • XXWIDTH 6 79314" E -833!4 87314" 913/4" 8 0 - 95 314 „ R 2. COMBINED DOO£ SIDE LITE WIDTHS FOR TABLE 1 OR 2. • 0 7112" 0 71 314" +75.0 -75.-75. + 76 . 01-75 . 01 + 75 . 01-75 . 01 + 75 . 01-75 . 0 Max. OXrnO WIDTH = 731/7 00:99 • • • MAX. OXO WIDTH =109112" :000 • • • • • O WIDTH SIN E I ITES WITH GLASS TYPE A MAX. XXO/OXX WIDTH =107 314" • • • • • 27 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 J-75.0 MAX. OXXO WIDTH =143 3/4 • • • • • 36118" +75.0 - 75.0 +75.0 - 75.0 +71.4 - 71.4 +67.6 -67.6 +64.2 3. SINGLE DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" • • • • • • • • • • • 36 314" +75.0 - 75.0 +74.9 - 74.9 +70.4 - 70.4 +66.6 - 66.6 +63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT • • • • • • • O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D REQUIRED BY CODE. • 36 3!4" 1 +75.0 1 -75.0 1 +75.0 -76.0 +75.0 -75.0 - 76. +75.0 -75.0 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI DADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LPTES ONLY ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO EX. A FROM TABLE 1. (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES GLASS TYPES A, B, C OR D DESIGN PRESSURE = +67.6 / -67.6 PSF HEIGHT EX. B FROM TABLE 1. X WIDTH XX WIDTH $ 87 314" 91 31,C 0 OXXO WITH GLASS TYPE A 6 - 79 314" 7 - 83 314" 8 - 95 314" 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36112" SIDE LITES 2 2510 4 47 3/4" +58.6 -58.6 +55.41-55.4 +52.4 -52A +49.8 -49.8 +47.4 -47A DESIGN PRESSURE _ +70.41 - 70.4 PSF 27112 51 314" +54.9 -54.9 +51.8 -51.8 +49.0 49.0 +46.5 -46.5 +44.3 -44.3 EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 291/2" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 - 41.6 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES 2 31 112" 50 59 314" +49.0 -49.0 +46.2 46.2 +43.6 -43.6 -41A +39.3 -39.3 DESIGN PRESSURE = +43.61 - 43.6 PSF 2 331!2" 6 633/4 +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 35112" 67 3/4" +38.1 - 38.11+38.11 - 38.1 +38.1 - 38.1 +37.5 - 37.5 +35:6 - 35.6 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _+43.1 / PSF App- lld WP' ?' i„ g Wlth t "` 3 371/2" 6 71314" +34.0 - 34.01+34.01 - 34.0 +34.0 - 34.0 +34.0 - 34.0 +34.0 - 34.0 FWfa" C tt SINGLE O WIDTH GLASS TYPES A, B, C OR D 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH NOAH Z SIDE LITE REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE D i 10 314 +75.0 -75.0 +75.0 -75.0 +75.0 -75.a +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT �` ��, , H4�, 12 3/4" +75.0 -75.0 +75.01-7,5.0 +75.01-'76.01+75.0 -75.0 +75.0 -75.01 DETAIL.. 19" +72.4 -72.4 +68.61-68.5 +65.01-85.01+61.9 -61.9 +59.0 -59.0 21314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.81+65.0 -55.0 +52.4 -52.4 27 314" +52.91-52.9 +49.9 -49.9 +47.2 -47.21+44.7 +42.6 -42.6 36 IN' +35.21 35.2 +35.2 -35.2 +35.2 -352 +35.2 -M.21+34.4 -34.4 / 36� 314" +34.01-34.0 +34.0 -34.0 -34.01+34.01-34.01+34.0 -34.0 M RE • MW VA.E2 IPA A� AaA WM*RSW VeerM f=7E=#Xt00Y=W DESIGN PRESSURES Fx 871W7 8 COIL EtTA88TfPE8 &APXSMMWNUM&AWND=6A6 ADOW FLSWO ��T l wmE t 2 &a AwmrAT wx4mq fAmDx p= ALUM. FRENCH DOOR & SIDE LITES, IMPACT Robxt q� P E amw FJL t A R80AlC8AfA7C 8PFIPR&4BUREAR6AWIAr.AlL OP8�TA8t84 R8 41r4 wuwv m t+rp•a Re„ F'E /K�7f2 Flc a/w" r.J. B21l07 ` Fvfm 7x 2 10 1100&1 B e n,•u,� ° MA 73112X. . �3e 314" 1091Y2 °MAX 143 3/4" MAX. • • • • • e � MAX. MAX — ►I . -SEE NOTE 3 ►�� - -38 4° :06 • • i SEE NOTE 3 X ��— �� M M AX. •eeee• ee•• , � • 49 , 1 e .... ' 49 41 ..... ... . .... I ' 115 We MAX V090: A e e • .. I • ; eeee • e ; E!' lE E�" ; E/ E� JE E{ jE � ; Ef JE •••eee I t 1 i � I X O O X O O )ACT XlNACT O SEE NOTE 4 OX OR XO SEE NOTE 4 OXO SEE NOTE 4 SEE NOTE 4 OXXO 41 SEE NOTE 4 71 314" MAX. 36 3/4" MAX. � 371 Pl" 24 811(" MAX. 33 518" MAX. A MAX A — , DLO (TYP) B OLO (TY G i 95 314" 1 49 MAX 49 ,' 41 I G 0 HT. + 95 3W' MAX. 1 84 318" i (7YP•) MAX DLO 84 " MAX DLO (IYP.) DOOR tie, Gr. Sla dtNa Code DLO HEIGHT = HEIGHT -11 318" ® 4W i DLO WIDTH X =DOOR WIDTH - 1215/16' ID Ct . I , C Fr F DLO WIDTH %V =DOOR WIDTH/2-115/16". { X �CACT X INACT. 1 O SIDE LITE DLO HEIGHT = HEIGHT -11 318" ae DLO WIDTH =WIDTH-3118" XX 41 B O NOTES: 1, FOR ANCHOR AILS SEE SHEETS 8 THROUGH 10. 1� 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 314° WHEN ASSEMBLED TO MAIL: XO', '0X','0)0' 70(0,'0)X' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 7 J� 5. CLEAR OPENING FOR X AND 'XX' DOORS AS FOLLOWS: (W DOORS = WIDTH - 5.646) (7M DOOR = DOOR WIDTHI2 - 4.079) t A y B Q4 scT FLSa ELEVATIONS , l Vol FX 8M&Df �ClV�M.d.OAd®�Q6A8 AASITIS �° r wamoFa>a•aASr�t =A'0 UMAao�acOnme P.O. �ctm �— ALUM. FRE DDOR & SIDE LM, IMPACT , � F.E FA _W4}7f A yOE Ml �1 .TM®a�+PL'�Y'A'ACT.A1®9C'9YACT. Fx mw J.d B21Po7 N RUM V"* Bator • NTS 3 - 10 7 am 11005.1 I B sEtruohaei 0000 3 . . 0000.. CAA 0000 400 40 • . •.. • • .. • EXTERIOR INTERIOR • • 0000• • 0000.• • •• •• • 1 2 • 60 0000.. .. 0000 37 • ... • • • • • . • • , ' i — CLEAR COLORED SEALANT 0 0 • . _0000• • •• �� II i i i t • • • BCTERIOR INTERIOR 0000.• • -• 0000.. 62 ® 63 MAX. MAX. MAX' SIDE DLO DOOR p O LITE 62 HEIGHT HEIGHT Approved as comith the SL VIEW G-G �1c«k pipieg w �� 7 _� roaasla;L�y 30 61 CORNER ASSEMBLY Miami Wade Product Ce m s 1civ: 12 40 _,� 1.489 11 '1 13 DOOR SECT. A:A SL SECT. B-B > VERTICAL VERTICAL t �I�titi mwap Oft Raw— ".x gnaw a ARVK4Ni�7MAVMT. I= TEcMvcLoGYnWW �G4MPLEELEVATlON3 A *M1 A DOI�,BffoUWYMw8W7=AT( R Y 0r t FRENCH DOOR &SIDE L►TES, IMPAT l Pr-- Pic 9/=7 J.J. B/2U07 �r e, � 4 a iD ae - iiwB-1 I . B . smww�l aZ_ ...... • • MAX XX WIDTH .. ...... . .. .. .. .. • . . . .. . . . •••••• • ••••• D MAX, • • • • • • • WC SECT. C-C O LD • .. 31 • ; • • • • • • • .' 35 36 34 44 HORIZ. 46 45 5 32 MAX. W WIDTH 20 • INTERIOR 0 • MAX. DLO rX' SECT. D-D 46 21 5 HORIZ. EXTERIOR SPACING SAME AS MAX. SL WIDTH 67 JAMB ANCHOR SPACING MAX, SL WIDTH '1 (SEE SHEETS 7.8 AND 9) 62 FF edEw,n,g n�.+itk we Date OL — i p iVOAp Miami Dade Product aarot I' -4 �, SEE TABLES 1 AND 2 AND h D M D y I 9 NOTES ON SHEETS 1 & 2 N FOR APPLICABILITY 66 62 SL SECT. E -E 62 SL SECT. F -F � HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) J� h/ V ERTICAL SEC TIONS ✓/� ' / j y J r F.K Mp B WOIYf imTf��T. f N P ( j f FA H1140T A AAD' Y�BIDHU T08.77y1FFd'li =Ef�Ell78.7066T..FF � Fo � ALUM. FREA►CH DOOR & SIDE LMES, IMPACT Robmt Pte. ae w- arm H FL 94274 y / aw.amree aorta amwe a..�eean a.a PEOW12 FJC ?1YlJ0T Jd 821w F lAl 5 d 10 11005.1 B sbl � ITEM DWG # PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 920D 6920D SIDELITE HEADER • • • • • 2' q010 60300 WSTP.,Q -LON .190 X.375 HIGH 61 9210 6921 SIDELRE SILL 7 0 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 916B 60361 SIDELITE JAMB • • 4 W 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA #8 X 1.000 QUAD PN. SMS ' : " • • • • • • i 936 793OX 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING 970998) • • 0 15 0 1M 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING #70999) 7832X12FP)P #6-32 X.500 PH. FL. MS - S.S. WISHJCONE PATCH 66 934A 61641M SIDELRE JAMB ADAPTER 60: • • i • i •' 044, a96 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW • 9 P6 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETTIING BLOCK, 3132° X 1/4' X 1' WIPSA " "' ' • • 1 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16" X 1/7 X 1' WIPSA • • • • • O00 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 711W • •" • • • 0111 3630 671670 WSTP, .350 RD FOAM FILL T -SLOT AMSBURY#32011 73 988 8988 BEAD, 316° 1 1 611004M OUTSWING THRESHOLD CHANNEL COVER 92 988 959 BEAD, INTERIOR • : • • • • s • • • • i 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 16TP247 I BULB, THICK (USED IN EXTRUDED BEAD) • ' ' 19 1Q02A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 898, 963 OR EQUIVALENT • i • • • • • '16 119M 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 95 GLASS, 318' LAMI -118" A, .90 PVB, 311V HS ' • • • 20 915D 80380 FRAME JAMB (OUTSWING) 96 GLASS, 318' LAMI -118° HS, .90 PVB, 3116° HS 21 1010 SQ300 WSTP.,Q -LON .190 X.375 HIGH 97 GLASS; 7118° LAMI - 3(16'A, .90 PVB, 3118" HS 22 SM 66808M REINFORCEMENT, 1.000 X2.750 X 0.650, 0061 T5 98 GLASS, 7116" LAMI - 3/18" HS, .90 PVB, 3118" HS 23 1140 78XI12PSATS #8 X 1.500 PH SO A T/S 102 11006A 41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 1103 OFF -THE SHELF DEAD BOLT LOCK 25 930 4172IN STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP rl 360 35 1130 6TRODA 5/16 -18 THREADED ROD .056--H -� 36 990 7990NUTA 5/16.18 FLANGED HEX NUT 37 1914A SM79M WEATHERSTRIP CHANNEL OUTSWING THRESHOLD 38 7834FPT #8 X.75 PH. FL TEK 3 CHANNEL COVER 39 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 6063 -T6 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 ISLIDE BOLT ABBY. (INACTIVE PANEL ONLY) 42 1145 7SX12FPAW #6 X.500 PH FL SMS TYPE BDS Approved 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) Ftodda Ct� � nMh �� 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 984D 6984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) I- 2150 ---►� M4' 2011-15 nDode product - � 46 1213 6Q200K WSTP.,Q -LON .190 X.200 HIGH s7 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 06 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R1SOFS RUBBER SLEEVE .850 --4 125 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 1 52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL 53 1118 710X34PFA #10 X.750 PH FL SMS 6063 -T5� 54 957 70W7X HANDLE STRIKE PLATE 55 1118 71OX34PFA #10 X.750 PH FL SMS w &Aft 750W � 1070 TECHNOLODYMM PARTS LIST Zl d r Ax aim a N00X4NW7WSHMr. MUMMA R sWs ALUM. FRENCH DOOR $ SIDE L1TES, IMPACT k. P.E. FA W4411 A AWR®1108DS4 OMrANm'001 MPAN�GKrTDIIM41. P.Q 1fS0 FX 2=W J.& /OT r4 V�ibdy tearer N�tot � B s 10 �- 11005.1 8 sudah at P • • • 1 • • • • • • • • 1.750 1.760 -1.750 1.750 1 1 • • • • • • • 050 1.820 • • �+ 1.4801 • • • • • .260 � I+ • •••••• • •• •• • • • • • • a • • • • • • •4 828 4.726 4.726 4.728 37 WEATHER • • STRIP CHANNEL ••••• •• • •• • .082 • • • ,082 3.000 .050 6063-T6 • • • • • • • 4.100 08 4.100 .082 4.675 •••••• •• • 4.87b 0.376 • • • • 4.100 • • • i • • • • s • ZQ DOOR FRAME. 125 JAMB • • • • • • • • DOOR PANEL DOOR PANEL 8083 -T8 3Q TOP & BOTTOM RAIL 31 SIDE RAIL / \ DOOR PANEL /' DOOR PANEL 8083 -T6 8W345 (44) INTERIOR ASTRAGAL (45) 6W3- EXTERIOR ASTRAGAL HINGE 1 gyp'' � \ �+ �� 1.578 6063 -T5 i - 3.855 3.111 I .1261 x_.658 L �.52b ---1 ---1 •89 32 .760 683 050 an .050 1.400 T 050 - � -II+�- n -T T- T- .ObO R l ;i4 J 6063-TS 73 318" GLAZING BEAD 7Z 7118' GLAZING BEAD 8083 -T6 8063-TS 3 � FILLER HEAD ADAPTE 10 6W3-T6 H - 3.100 - -� -T 1 BZ S 63-76 8083 -T8 1.479 830 050 5.459 .076 8 212 Approved as eompy'ieg with the 8.085 Florida Bu code FRAME HEAD Nate a / 6063 -TB .075 Mb mi Made rmdua 'n 4.586 N ss H 2.880 .050 .079 1.489 .750 I 050 .489 I , � 1.._.3.100- •---�{ �j 3.000 ----►{ SLJAMB OUTSWING THRESHOLD SL HEADER SL SILL 66 ADAPTER 1 j 11 6083 -TS $Q 8083 -T8 81 8083 -T8 8083 -T8 l t ` f 4 1�+ 0 7 1M75OHN01.09Y+3Mve E XTRUSION PROFILES Z� rx �� a , q -..- ALUM. FRENCH DOOR & SIDE LITES, IMPACT ift "We Imo a> A ADPIXXN IMW20 &tifA9DWMTOIfIW 91.49,486@ 19Pt74 BetsHUOek war am. aam m. PE�2.E FX 2?TID7 L L 8129!07 T r FD10f 1/?�C 7 10 190 ! B svuoww HEAD y HEAD HEAD HEAD �y y � ZONED "ZONE HEAD HEAD • • . • ZONE "C'� I ZONE "D "ZONE °D" t "E" I I "E"1 • • EXAMPLE . • . \ ANCHORAGE SOLUTION 0000 FOR A CONCRETE • „ ' • � � � � • / / \ /' OXXO INSTALLATION •••••• • •• e• • , A. 19"x83 314"SIDE LITES"W AND ••�•� ,,, , ,.,,�'� �t �.t ;t ' g! "E° ZONE ANCHORS FROM ' • •: • • • • • • • • X w z 1j XX a z O z z XO OR OX z TABLE 7, SHEET 9. • • • • • • • • • • • • m m N N N N N PLUS •••ss• a0 m m m m ' ' • " e ` ` B. 71 34"x 83 34"M DOOR ZONE � � � � � � \ "F" ANCHORS FROM TABLE 4, • SHEET 9, EACH "F" ZONE. , • s i • • • • • • • • • ` ` ' ` SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: I I _ SI _j 1" ZONE "D "�Z NE "W ZONE "F ZONE M" ZONE EACH JAMB AND 2+5+6+2(14) SEE TABLE &. SHT. 9 SEE TABLE 4., SHT. 9 SEE TABLE 6., SHT. 9 SEE TABLE 6., SHT. 9 TYPE 1 OR 2 ANCHORS AT HEAD _ 1 1 AND AT SILL. HEAD HEAD HEAD ZONE t ZONE-P�ZO I �ZONE"D"�ZONE I � I ZONE"P�ZONE � OXO Z XXO OR OXX N N OXXO N App�W Wilk WO 00 m m m m m d4;e ff SILL SILL SILL SILL ff SILL SILL I I ILL I SILL SILL ILL Miami Dole Pm � uun v rZ'E" ZONE'F"�Z E4 ZONE "D "tZONE"F"�ZONE } } ZONE - }-- ZONE "F"�ZONE'P SEE TABLE 7. , SHT. 9 SEE TABLE 7., SHT. 9 SEE TABLE 7.. SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 349-1 UNIT, 71 314 - W WC DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 114" ELCO TAPCONS 2.114" ELCO 884 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANC14OR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL) 131/4" MAX. FROM CORNERS AND 231!8" MAX. O.C. f HEAD & SILL OF DOORS 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES 8" MAX. FROM CORNERS AND 24 314" MAX. O.C. � 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. r fwww CAW Isaw / �, ) FA waw a awwx•nusROM.. ° -szs A NCHORAGE CONFIGURATIONS . y '" F A •v4.7 A 708=7M +wra xrarzaarffrxaasc7o �a: a�AKCxaw rrpFa P a a�p: 1fl29 ALUM. FRENCH DOOR S SIDE UTES, IMPACT L Ckvk, P.E. D w Weer N a RSW4 jJ;y/ r eaw m�e armlb x s PE#39712 F.rc 26w J.J. W&107 Fv1ot NTS a - 110O&I B suwwret h 0000 TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 6. SIDE LITE TABLE S. XO & OX TABLE 7.0� XXO APPROVED ANCHOR TYPES: OXX • • • • • • • • 0 • { ALSO X DOOR OF XO & � & OXXO 114" ELCO TAPC S o rlASS TtYPES S. C. D OIASS TYPES A, B. C; 0 CiLASB TYPES A, B, C. D CiI.ASS TYPES A, B, C, D OLA33 TYPES A. B. C. D • • • • • • 41S, ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4' ELCO SS4 CRETE -FLEX 0 • • • • 0 & SUBS TE 2.3. 1,2, CO & SUBSTRATE V. WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC &S Z3, WOOD 1,2, CONC & 8UBSTRATE Z& WOOD 1, CON' CONC MASONRY ANCHORS • • • %;THS LOAD ZONES DOOR WDTHS LOAD ZONES V4DTHS LOAD 20NES DOOR W DTHB LOAD ZONES DOOR Wm7H6 LOAD ZONES • 3. #12 SCREWS (GS) • • • • • • • • • • •2y. "W - 47.76 "' m "O" - 10.76 °X" - 2fi. X - 28. • • • • • • • • • • • • • • • • .3T. F A TO 71.75 � � � A � � � A TO 38.7 TO 37. TO �• � �' 4. ENCIRCLED ANCHOR • 00000 • • • • • • • {` {` b "W - 47.7 QUANTITIES IN TABLES 4 • • • • • < =1 =1 q ::1 a - - a - - < a TO 71.7 js AND 7 PERTAIN TO THE • • SOLUTION ON SHEET 8. • • • • • • • s••• g a l 9� i Q ' EXAMPLE ANCHORAGE •• •:••• wi w ±mow SIDE m • • • m m LrIE BUTTE ` *:0900 • QV"'%*HT. xxx xxx WKM x HT. , ' , ' ;� WUM x HT. o 0 0 o WM x HT o o x x o 0 x x w�ni x HT. o o k 'x� o o x • • i ••• i w64 «��7 " 9 " .76 5 2 7 4 2 3 47.76 x 79.75 4 3 8 4 2 3 10.75 x 79.7 4 1 4 1 10.75 x 78.76 4 2 4 2 10.76 x 79.76 • • 4 2 4 2 • 13.76 6 2 7 4 2 3 83.75 6 4 7 4 2 3 $3.76 4 1 4 1 83.76 4 2 4 2 83.76 4 2 4 2 •••••• 87.75 5 2 7 4 2 3 87.76 6 4 7 4 2 3 87.76 4 1 4 1 87.7 4 2 g 4 2 K 87.76 2 4 2 81.75 5 2 7 4 2 3 91.78 fi 4 7 4 2 3 91.7 4 1 4 1 81.7 4 2 4 2 91.7 4 2 TT 96.76 6 2 7 4 2 3 95.7 5 4 7 4 2 3 85.76 4 1 4 1 95.7 4 2 0 4 2 96.7 4 2 Z 4 2 Z 27.50 x 79.76 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.7 4 2 4 2 12.75 x 79.7 4 2 LL 4 2 LL 12 7fi x79.76 4 2 4 2 83.7 5 2 7 4 2 3 83.75 6 4 7 4 2 3 83.75 4 2 4 2 83.7 4 2 4 4 2 4 83.75 4 2 uJ 4 2 87.7 6 2 7 4 2 3 87.7 B 4 7 4 2 3 97.75 4 2 4 2 87.76 4 2 4 2 87. 4 2 m 4 2 m 81.7 6 2 7 4 2 6 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 4 2 C 91.7 4 2 4 2 96.76 6 2 7 4 2 6 86.76 8 4 7 4 3 6 96.78 4 2 4 2 95.75 4 2 B 4 2 a 96.76 4 2 4 4 2 n 29.50 x 79.75 5 2 8 4 2 3 66.76 x 79.76 6 4 7 4 2 3 19.00 x 79.76 4 2 4 2 19.00 x 79.75 4 3 4 2 2 19.00 x 79.75 4 3 LL 83.75 5 2 2 8 4 2 5 8 4 2 3 83.75 5 4 7 4 2 3 $3.75 4 2 4 2 83.7 4 3 4 2 $3.75 4 3 4 2 0 87.76 8 87.7 7 6 4 4 2 3 $7.7 4 2 4 2 87.7 4 3 4 2 87.7 4 3 a 4 2 Z 91.76 6 2 8 4 2 5 91.75 6 4 7 4 3 6 91.76 4 2 4 2 91.75 4 3 4 2 91.7 4 3 4 2 Q 96.7 8 2 8 4 2 5 95.76 6 4 8 4 3 5 95.75 4 2 4 2 95.76 4 3 4 2 96.7 4 3 0 4 2 0 31.50 x 79.75 5 2 8 4 2 3 69.75 x 79.7 5 6 8 4 2 3 21.76 x 79.76 4 2 4 2 21.75 x 79.7 4 3 4 2 G 29.75 x 79.7 4 3 4 2 83.75 6 2 8 4 2 5 83.7 S 6 8 4 2 3 83.7 4 2 4 2 $3.75 4 3 4 2 83.75 4 3 2 4 2 2 87.75 6 2 8 4 2 6 87.75 6 5 8 4 3 6 87.76 4 2 4 2 87.76 4 3 m 4 2 m 87.7 4 3 4 4 2 4 91.7 6 2 8 4 2 6 91.7 B S 8 4 3 b 99.75 6 2 4 2 91.76 6 3 5 4 2 91.7 6 3 0 4 2 0 95.75 7 2 10 4 2 6 95.75 B 6 8 4 3 6 95.75 6 2 4 2 95.76 6 3 w 4 2 w 85.7 6 3 ri 4 2 e4 33.60 x 79.75 6 3 8 4 3 3 63.75 x 79.7 b 5 8 4 2 3 27.76 x 79. 5 2 4 2 27.76 x 79.7 5 3 4 2 27.75 x 79.76 5 3 � 4 2 m 83.7 8 3 8 4 3 6 83. 6 6 8 4 3 6 83.76 b 2 4 2 83.7 5 3 p 4 2 p 83 75 8 3 F 4 2 F 87.7 6 6 8 4 3 6 87.76 6 2 4 2 87.78 6 4 4 2 ¢ 87.75 5 3 2 4 2 87.7 8 3 8 4 3 fr 3 A O eumpiylug w ith P7orw S Cade 91.7 7 3 t0 4 3 5 81.7 fi b 8 4 3 fi 91.75 8 2 4 2 91.7 8 10 3 93 4 3 ri 81.7 8 3 4 3 mom, _ Oo 96.7 7 3 10 4 3 5 96.7 7 8 4 3 5 95.75 8 2 4 2 9 5.7 B 3 m 4 3 m 95.75 6 3 4 3 a IkI Dada Produd C 6 8 3 Qw, 36.60 x 79.75 3 8 4 3 5 67.76 x 78.76 6 6 4 3 6 36.13 x 79.76 8 3 4 3 36.13 x 78.7 6 4 F4- 4 3 H 36.13 x 78.7 6 4 4 3 ML 83.7 6 8 4 3 8 83.7 6 5 8 4 3 b 83.7 6 3 4 3 83.75 6 4- 4 3 83.76 6 4 4 3 , �5 87.7 6 3 8 4 3 8 87.7 6 5 8 4 3 6 87.75 7 3 4 87.75 7 5 4 3 87.7 7 6 Q 4 3 p 81.7 7 3 10 4 .3 b 91.7 7 8 10 4 3 5 91. 7 3 4 3 91.7 7 5 4 3 C 91.78 7 5 4 3 K 85.7 7 3 10 4 3 5 96.7 7 8 10 4 3 8 95.75 7 3 4 3 95.7 7 6 = 4 3 = 95.76 fr p 4 3 O 37. x 6 3 8 3 5 71.78 x 79.75 S S 8 4 3 6 38.75 x79.76 8 3 4 3 38.75 x 79.78 8 4 4 4 3 4 38.76 x 79.7 6 4 z 4 3 Z 83.7 3 8 4' 3 b 83.76 6 6 8 4 3 6 83 76 6 3 4 3 83.75 B 4 m 4 3 m 83.7 6 4 W 4 3 W 87.76 7 3 10 4 5 87.7 8 6 8 4 3 6 87.75 7 3 4 3 87.7 7 6 4 3 87.7 7 5 4 3 n J 91.76 7 3 10 4 3 5 91.7 7 6 10 4 3 5 91.75 7 3 4 3 91.7 7 b 4 3 w 91.76 7 5 4 3 95.76 7 6 4 3 86.75 7 3 10 4 3 6 98.76 7 6 10 4 3 6 95.7 7 3 4 3 96.76 7 5 4 3 t P T ANCHOR QUANTITY L O ZONE TAKES L Z �'JoI fx vlaw 8 NOCNANSETw m. NaY FL 9(7!8 7 'a II AM) 'AM=rW TABLES TOMULE4.Vm.CHANU lxelE N[[ADZDNE ALUM.fRENCHDOOR &SIDEUTES,IMPACT L,txa,k,P.E. AK aaraw A T' 701VANDOCLU AWWTOANfYAtMt P.agiLlYlB aasvaee ear aa.e®es - r °i � °s "'" °"` R aura '' r ntol NA 9 s 10 110DS-1 B sbvoknal FJC 7147107 J.J. 8/Z?/07 4 00:0 2X WOOD 1 314° 1 314° 2X WOOD � 1314 I We MIN. E.D. • • '--" I 3.4 KSI MIN. CONC. R.' • • 1 31W TYPE 1 • SUCK NOTE 2 3.4 KSI MIN. CONC. E.O MIN E.D. BUCK NOTE 2 • • • 1X WOOD BUCK NOTE 2 • • • ••e• 1X WOOD :....; j.:. •o'" t :' ?�, : i sei i .+ • • • ` •'•=•••s: •`a ••. •; �: 1318 "TYPE1 •. is ;d i • • •:vy �.:4"!:: •• ?: �::.: •a.i • � 1314° TYPE 2 •?: •y'p r..r!"� ?. y y ,•. 13!4 "TYPE 2 •••••• •••• 13/B "* BUCK NOTE I,.•:,.•.. :. �. 13/6 " MIN. ••� • 1/4" MAX. 1/4° MAX. •••••• : •••• ••• •• Op SHIM 114 "MAX. 1/4* MAX ••••• ••• • ••• •• WO EXT. SHIM SHIM SHIM • . • ANCHOR CONC. EXT. WOOD EXT. CONC. • • • • • • • • • — TYPE 2 OR 3, ANCHOR ANCHOR ' CHI • • • • • • • • • • • • • • NOTE 1 NOTES TYPE 2 OR 3, NOTE 1 • • 1 114" TYPE 1 OR 2 (CMU) NOTE 1 • ••;• HEAD (WOOD) DOOR HEAD (CONC) 1318 "TYPE 1 ( SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) •••••• • ••••• 1318" 1314' TYPE 2(CONC) • • •: • • • i M° ! MAX. SHIM MIN. 114" MAX �.I . 1 1/4 °TYPE 1 OR 2 (CMU) • • • SHIM _T 114" MAX. SHIM 114" MAX. SHIM s 1 3/8" TYPE 1 (CONC) • • • • • e • • • }% ;%.•.. 1318° MIN. T 1 3/4" TYPE 2 (CONC) 1 314° MIN. E.D. at .,: •: ) •••••• WOOD ��. CONC. ;::•.'•', 1314° • • MIN. E.D. •4 ANCHOR ,: } '• ANCHOR ST O AQGER® ANCHOR ts � ; •'`••' NOTE1 .: r :�., '? ".�. 1.6 KSI MIN. CMU OR CENTERS, ON r; t.• WOOD s • .; • 3.4 KSI MIN. NC. TYPE STAGGERED — ANCHOR `' " 20R3. CENTERS, `•'p. «'z% T TYPE J 314" MIN. E.D. 9 314• MIN. E . D NOTE 1 NOTE 1 �• � :••'. + 20113, , 2X WOOD pX T 1X WOOD BUCK 1.6 KSI MIN. CMU OR 2X WOOD EXT. NOTE 1 : n• BUCK, NOTE 2 NOTE 2 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 . EXT. DOOR JAMB (WOOD) DOORJAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CON0. ANCHOR OR 3, NOTE 1 NOTE 1 WOOD ANCHOR TYPE 2 OR 3 NOTE 1 CONC. ANCHOR NOTE 1 1X WOOD EXT EXT. BUCK, NOTE 2 EXT_ 1 /4u MAX EXT. N 4' 114" MAX 114° MAX. SHIM "•'� ":s':° 1318 ° TYPE 1 NOTE 2 318 °MIN. �: 1:' a '.. °�} 1318 "MIN. ' k.+ i.L: .'r.'•:.h• °• }~ ° a 1318 °TYPE1 1314 "TYPE2 3.4KSIMIN. . �•: is ;::' "TYPE2 P ,� �,f 1314° r '•:t sr : %r APP�"�sa witA tde +— 3.4 K31 MIN. CONC. CONC. 2X WOOD • "' r s .. • Florida p yr care BUCK NOTE 2 IN. . M ED. 2X WOOD BUCK, I..-. 1314" --►-! pate ! ?� DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114" TAPCONS EMBEDDED 1 318" MIN. (TYPE 1) OR 1/4° SS4 CRETE -FLEX EMBEDDED 13/4' MIN. (TYPE 2 }. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G6 (TYPE 3) OR ELCO 114" S84 CRETE -FLEX ANCHORS EMBEDDED 1 318" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 112° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON- MEfALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) ! .` MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. imww IMTECHua.OS+.Gve ANCHORAGE DETAILS Fx a amCruxETmsmu. a ADD o'A.sm >se t TM142EA SM.arcMe>:ruB.SF=7WF2as0rw P .O. � ALUM. FRENCH DOOR& SIDE LITES,IMPACT `LCaadk,P.e. Fx t A OETM& A0D0"mrP68 mmm t aa�suse s"ea m•e o.ptw a,e FJC ?P17�7 J.,t 9/1!107 wrm NTS 10 a 10 110051 B sr? f .0c Fr(on Miami Shores Village • .•• • • • • •• • • AA'P -,OVED BY DATE ZONING DEPT �� • • �� BLDG DEPT p SUBJECT TO COMPLIANCE WITH ALL FEDERAL • STATE AND COUNTY RULES AND REGULATIONS • i i i ti Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 132705 Permit Number: WS -11 -09 -1967 Scheduled Inspection Date: January 26, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: SANCHEZ, VIVIANE Work Classification: Window /Door Replacement Job Address: 41 NW 109 Street Miami Shores, FL 33168 -4314 Phone Number Parcel Number 112136003029 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415 Building Department Comments REPLACE 19 IMPACT WINDOWS & 3 DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 132118. CREATED AS ffz A[ REINSPECTION FOR INSP- 130307. FRONT BEDROOM NEEDS EGRESS LOCK. JR Failed NO ACCESS NB Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 25, 2010 For Inspections please call: (305)762 -4949 Page 13 of 25 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 130307 Permit Number: WS -11 -09 -1967 Scheduled Inspection Date: December 23, 2009 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: SANCHEZ, VIVIANE Work Classification: Window /Door Replacement Job Address: 41 NW 109 Street Miami Shores, FL 33168 -4314 Phone Number Parcel Number 1121360030290 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT . Phone: (954)7924415 Building Department Comments REPLACE 19 IMPACT WINDOWS & 3 DOORS Inspector Comments Passed �2 0� ; P a0e A--i A-,) N C—�_,S S . Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 22, 2009 For Inspections please call: (305)762 -4949 page 12 of 29