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WS-11-322Inspection Number: INSP - 157357 Scheduled Inspection Date: March 21, 2011 Inspector: Rodriguez, Jorge Owner: OTTEY, SYLVIA Job Address: 37 NE 110 Street Project: <NONE> Miami Shores, FL 33138- Contractor: J &G CARPENTRY INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 REPLACE DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 157303. NO PERMIT PAPER WORK ON SITE.JR March 18, 2011 For Inspections please call: (305)762 -4949 Permit Number: WS -2 -11 -322 Permit Type: Windows /Shutters Inspection Type: Final Building Work Classification: Door Replacement Phone Number (305)754 - 1545 Parcel Number 1121360040280 Phone: (561)333 -5042 Page 35 of 37 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. FEB 2 8 Z011 7777 PPP Permit Typed BUII,,72IT ROOFING H Owner's Name (Fee Simple Titleholder) 5r // ri 0 14 y Phone # 9/2. ' 73 > l� Owner's Address 37 t/ F // 0 3 f City /t cwt 5Afl. L . State Zip 3 / 6 'I Tenant/Lessee Name Email Job Address (where the work is being done) ' 7 A/ E / // City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /' - at-36 - ®lJ t/ - 0 Is Building Historically Designated YES NO City Architect /Engineer's Name (if applicable) State Phone # Contractor's Company Name S� . �Gz c a e— tL Phone # Contractor's Address / 3 t( (D ( 7 u t Qualifier Nam�G'yyyl8, —C Phone # Zip 3 3/(0/ Flood Zone 57v / 3 3 3 comet Zip .) 3 i b/ Phone # Ci 6 `/ - 5 0- ' b State Certificate or Registration No. ( 6 C D 7 Z_ 8 Certificate off Competency No. Contact Phone A,eiAt -3 -/615 $ E- mail / , Y`yvi� //de;r/e2 - ► Square / Linear Footage Of Work: Type of Work: ❑Addiition ❑Alteration ❑New r Repair/Replace Describe Work: C . ��� iLM ❑ Demolition *********** * * * * * * * * * * * * * * * * * * * * * * * * * * ** ,4*************************** *4*********** CO /CC $ Submittal Fee $ Permit Fee $ /re2 ,.. Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) rt wrier or Agent The foregoing instrument was acknowledged before me this day of C- ebtiawl ,2011 ,by SyL A A 0t , who is personally known to me or who has produced 1 " L- D L 0Z- 3 c2: 14 ' ' As identification and who did take an oath. NOTARY PUB S Sign: Print: ? () () tV O O ?-'P'' e) LL_C F CARABALLO ri Notary Public - State of Florida My Comm. Expires Jan 5, 2015 Plans Examiner Engineer Signature 0 ,�� Contractor The foregoing instrument was acknowledged before me this ‘---( day of who is perso . ly kno r to me or who has produced NOTARY PUBLIC: Sign: Print: 20 /0 by `" «r1P,s >L) 1.34.6.//3 as identification and who did take an oath. My ComngyOWFATE OF FLORIDA "% Martha R Padron Commission #DD856644 ' 3 4T•. $a,, e r r Expires: MAR.10, 2013 Zoning Clerk checked OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. _-.."" COMMENTS 1 1 96 1 80 53.33 4 41.6 1 -45.5 09- 0331.14 50.7 1 -56.9 LSMI REPLACE DOOR IN 1 OPENING ONLY. OPENING HAS EXISTING HURRI MEAN ROOF HEIGHT = 11 FT 8 IN SIJRJFCT TO COMPLIANCE STATE ANT) COUNTY � �� ALL FEDERAL RULES AND REGT/ONS REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES THOMAS RESIDENCE 37 N.E. 110TH STREET MIAMI, FLORIDA DOOR REPLACEMENT PLAN Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -59.8 -58.0 -58.7 -55.6 -54.6 - 53.8 - 53.1 -52.5 -45.5 +41 +48.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 18 ft 53.1 50.6 -58.8 - 57.5 -58.3 -55.4 - 54.8 3.9 -53.9 -53.2 -53 47.3 +43.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 16 ft -64.6 52.1 - 60.3 -58.9 - 57.8 -56.8 -55.9 -55.2 54.5 5 -49.4 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -86.1 -83.5 - 61.6 -60.2 -59.0 -58.1 76.4 -57.2 5 -55.8 -50.3 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft - 87.4 +50.4 -64.8 +49.0 -82.9 +48.1 51.4 +47.4 -602 +48,8 -592 +46.3 - 58.4 +45.8 -57.6 +45.4 58.9 +45.1 24 ft -68.7 +51.3 - 88.0 +49.9 -64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +48.3 -58.0 +45.9 28 ft 59.8 - 67.1 55.1 -83.6 - 62.4, . -61.4 -60.4 59,6 -58.9 -52.7 +48.1 +52.2 +50.8 +49.8 +49,1 -+48.4 +47.9 +47.5 +47.1 +46.7 26 ft -70.9 +53.0 -882 +51.6 562 +50.8 -64.6 +49.8 -63.4 +49.2 -62.3 +48,7, 51.4 +48,2 -60.6 .+47,8 59.9 +47.4 30 ft -72.0 -692 - 67.1 -85.6 -643 -632 -82.3 -61.5 -60.7 38 ft +53.8 +52.3 +51.3 +50.6 +49.9 - +49,4 +48.9 +48.5 +48.1 32 ft -73.0 +54.5 - 70.1 +53.1 -68.1 +52.0 -68.5 +51.3 -652 +50.6 - -64.1 +50.1 -63.1 +49.6 -62.3 +492 -61.8 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 s - 67.3 +51.9 -86.0 +51.3 -57.9 +53.0 -57.4 +52.5 - 63.1 +49.8 -62.4 +49.4 38 fl -74.8 +55.9 -71.9 +54.4 -60.8 +55.7 -88.1 +52.5 -86.8 +51.9 -58.5 +53;5 -63.9 +50.4 -83.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 - 88.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53,7 - 68.3 +53.0 -672 +52.5 -682 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 - 67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 - 87.5 +53.0 - 88.8 +52.6 -65.8 +522 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55,3 -70.4 +54.6 - 69.2 +54.0 -68.2 +53.5 - 67.3 +53.1 -68.5 +52.7 59.8 +54.5 -79.5 -76.3 -74.1 -72.4 -71.0 - 699.8 - 88.8 -67.9 -67.1 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 - 89.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 -77.6 -75.4 -73.8 -722 - 71.0 -69.9 -69.0 582 +60.4 +58.8 +57.6 +58.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +58.5 -71.8 +55.9 -70.5 +55.4 - 69.6 +54.9 -68.7 +54.5 58 fl -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 - 74.8 +57.7 -73.3 +58.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 59.3 +54.9 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58,5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +58.1 -70.3 +55.7 Mean Roof DESIGN PRESSURES PSF) • Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft 50.4 +46.5 - 492 +45.2 - 48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 -46.6 +42.7 -462 +42,3 -45, +41. -45.5 +41 16 ft -51.1 +47.1 -49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -48.8 +42.9 -4i +42.5 2 +422 18 ft -52.4 +48.3 -51.1 +47.0 -502 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 47.7 +43.6 47.3 +43.2 20 ft -53.5 +49,4 -52.2 +48.1 -51.3 +47.1 -50.6 +48.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48,7 +44.5 -48.4 +442 -52.4 -49.7 -49.4 22 ft +48.1 +45.4 +45.1 - 53.3 -50.6 -50.3 24 ft +49.0 +48.3 +45.9 26 ft -56.6 +522 -552 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 51.5 +47.1 -51.1 +46,7 28 ft - 57.5 +53.0 -56.1 +51.6 -55.1 +50.8 -54.3 +49.8 - 53.7 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47A 30 ft -58.3 +53.8 - 58.9 +52.3 -55.9 +51.3 -55.1 +50.8 -54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50.6 - 54.7 +50.1 -542 +49.6 - 53.8 +492 -53.4 +48.8 34 ft -59.9 +552 - 57.4 +52.7 -55.9 +51.3 38 fl -60.6 +55.9 -58.1 +53.3 -56.6 +51.9 38 ft -61.3 +58.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53,1 -57.3 +52.5 58.7 +51.9 -582 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +63.7 - 57.9 +53,0 -57.3 +52.5 -56.8 +52.0 -58.4 +51.5 56.0 +61.1 42 ft -62.6 +57.7 -61.1 +582 -60.0 +55.1 -592 +54.3 -58.5 +53,6 -57.9 +53.0 -57.4 +52.5 •57.0 +52.1 -_ -58.6 _ +51.7 ft -632 +58.3 -61.7 +56.7 -60.8 +55.7 59.7 +54,8 59.1 +54.1 -58.5 +53;5 -58.0 +53.0 57.6 +52.6 57.1 +522 46 ft -63.8 +58.8 -623 +57.3 -612 +562 -60.3 +55.3 59.6 +54.6 -59.0 +54.0 .-58.5 +53.6 .58.1 +53,1': -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 -80.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 : +54.0 -58.6 +53.6 -58.2 +53.1 50 ft - 64.9 +59.9 -63.4 +58.3 - 822 +572 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 "-59.5 +54.5 -59.1 +54.0 -58.7 +63.6 52 ft -85.5 +60.4 -63.9 +58.8 - 62.8 +57.6 - 61.9 +58.8 - 612 +58.1 -60.6 +55.4 -60.0 +54.9 - 59.6 +54.5 -592 +54.0 54 ft - 86.0 +60,8 -64.4 +592 -63.3 +58.1 -62.4 +57.2 -61.7 +58.5 51.0 +55.9 -60.5 +55.4 -80.1 +54,9 59.8 +54.5 56 ft - 66.5 +61.3 - 64.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -81.5 +56.3 -81.0 +55,8 -60.5 +55.3 -60.1 +54.9 80 ft -67.5 - 65.8 - 64.7 -63.8 53.0 -62.4 -81.9 -61.4 51.0 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.8 +56.1 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements\10 Loading \11 CalculatorslASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. -- 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT *WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE` SPAN LENGTH (HEIGHT a / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1, THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2, THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN, 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES, 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES, TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECIIONALTTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT' PROTECTION SYSTEM ORDINANCES, 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ELEVATION WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT m m O O Z to F z 5 C 0 8 3 REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL CHKD FLB FLB TSB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRI TEN CONSENT OF FRANK L BERNARDO, P,E, "ALTERATIONS, AD9moNS, HIGHLIGHTING, OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION, 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 - 0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9985 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) AWP, LLC, 8130 NW 74` Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 4000 Aluminum Sliding Glass Door. APPROVAL DOCUMENT: Drawing No. W97 - 12, titled "Series 4000 Alum. Sid. Glass Door (N.I.) ", sheets 1 through 9 of 9, dated 07/07/97 with revision D dated 02/23/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0808.09 and consists of this page 1 and evidence pages E - and E - as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. 6 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinEcodeonline.com NOA No. 09- 0331.14 E xpiration Date: July 22, 2011 Approval Date: May 27, 2009 Page 1 AWP. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W97 -12, Sheets 1 through 9 of 9, titled "Series 4000 Alum. Sld. Glass Door (N.I.) ", dated 07/07/97 with revision D dated 02/23/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5175, 07/14/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA # 07- 0808.09) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 ) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2284, dated 2/15/99, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02- 0927.12) 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC and PA 202 -94 Along with installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1393 (report#7), specimen #A1, A2 & A3, dated 04 /19/1996, signed and sealed by late Gilbert Diamond, P.E. (Submitted under NOA #02- 0927.06) (Transferred from file # 02- 0507.07). Note: test conducted under SFBC, PA 202 -94, now known as FBC, TAS- 202 -94 E -1 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0331.14 Expiration Date: July 22, 2011 Approval Date: May 27, 2009 AWP. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Construction Research Laboratory, Inc., Test Report No. CRL- 6392, dated April 17, 1997, signed and sealed by Nariman S. Balsara, P.E. (Submitted under NOA #01- 0607.03) C. CALCULATIONS 1. Anchor Calculations and structural analysis consolidating all three NOA's, complying with FBC -2004, prepared by Al- Farooq Corporation, dated March 30, 200\96, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of compliance with 2007 FBC, dated March 2, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 1, 2007, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. HTL- 5175, issued by Fenestration Testing Laboratory, Inc., dated July 16, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0808.09, issued to Yale Ogron Windows and Doors, Inc. for their Series 4000 Aluminum Sliding Glass Door, approved on 9/13/07 and expiring on 07/22/2011. E -2 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0331.14 Expiration Date: July 22, 2011 Approval Date: May 27, 2009 DESIGN LOAD CITY - PSF PANEL 00111 Num woes DOOR HEIGHT =H ES WITHOUT REINFORCING WPCR REINFORCING ® HEAD/ EXT. (+) INT. ( AR AO W- 50.7 911 55.3 111.6 5M7 78.5 55.3 93.4 5M7 6,16 55.3 81.5 55.3 73.4 i 55.3 87.6 . - 55.3 63.5 24 50.7 55.4 55.3 66.3 30 50.7 51.8 55.3 62.4 36 95 -1/2 47.4 47.4 55.3 58.5 42 46.0 46.0 54.3 54.3 48 46.0 46.0 53.5 53.5 O t A 1 I I I r I r ® HEAD/ 11111 Li 6 =-�I W- "9I M 000R WID NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 GLAZING DETAIL SERIES 4000 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD CAPACITY FOR DOORS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. CORNERS 6' M HEP CO (`' 000R WIDTH TYPICAL ELFVATION ,J DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 1 MAR 3 0 2009 14' MAX. HEAD /SILL SILL Env OR. HUMAYOUN FAR000 FLA. % 16557 C.A.N. 3538 MONOLITHIC GLASS NON IMPACT ?RODOCTRNVSSED 80611 CCoda 4W the k7.arfda lisseptcce No Da4+ -24 Division Produeteontrof z ceg 2g 4 5 o &< O ! IOC Q 3 o � 46198 8 8 0 - 4,J drawing no. } W97 -1 (sheet lof 9 ) 0 XO (SHOWN) OX oxo X X XXO (SHOWN) oxx OxXO X X 0 APPROVED CONFIGURATIONS 3 TRACKS PROnacT REVISED Coda tldeFlorW9 Matkruis NG ogr z -a -aa `���Contr Mina u ♦ z g € tea N a3f J a a S c ass 9. 15 t 3 j Sn g a o �iol S 000 drawing no. W97 -12 (sheet 20f 9 ) V , V. �� J \,g 0 _ , L. �r — i:.= 7�1r� „s_� ,, ___ � � AL- FAROOQ CORPORATION l' ENGINEERS & PRODUCT DEVELOPMENT 12ARS.W. AT AVE a . _ XX x X ,,, 6 p , m _ ._ �y� a '0 ©OO -- -_ 0 X —' [SERIES 4000 ALUM SLD. GLASS DOOR (N.I.41I AWP, LLC. 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 TEL (305) 887 -2848 FAX (305) 883 -1309 - I ox (SHOWN) xo — I n I aF3i yy —_ J two EFS =1,m 0 X 0 OX ( :suo! s!Aa,) description 784 COOL 1104 aoo adn - 1 CONFIGURATIONS 11 - i.e �� a - APPROVED 2 TRACKS .. : l ■� L �� 111rWol * AIM WITHOUT STEEL REINFORCING gi p.- 0 X X 0 oxxo APPROVED CONFIGL...._._.._ CUP AT SILL ONLY 1/2 . 1 STEEL BAR (FULL LENGTH) 2 TRACKS .���• [ :`'N t W/ STEEL REINFORCEMENT WITH STEEL REINFORCING L8 -LO -LO =—_— E ^9r. OR. HUWYOI}N FpRt10o STROCTURES Fut. FE 114557 to 3 0 2009 CalgallientiEVISOO - with dm pla=it!,. PeAe Datair DMsEm Cowed III_ -- =, _ >� S �t % � - O 0-0 - -- drawing no W97 -12 � . xo ( SHOWN) ox X 0 (sheet 3of 9 G ILDING R Z . ' ' , ill•!. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACING 1 RY W000 SUCK MIAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA ANCHORS IN PARS ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCT MUST SUSTAIN LOADS IMPOSED : AND TRANSFER THEM TO THE OT BY AWP WDW. I NC SYSTEM UCTURE. 3" WIDE CUP .125 THICK ALUM 1 CUP PER EACH FIXED PANEL LOCATED ON THE CENTER (2) 9 10 X 1" SMS EACH WAY TYPICAI. ANCHORS W PA/RS SEE ELEV. FOR SPACING 26Y RUCK OR WOOD STRUCK TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS: 5EE Euv. FOR SPACING 114" DIA. TAPCONS RY 'ITW' 1/4 DIA. ULTRACON BY 'ELCO' (Fu >177 K5. Fy=155 551) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY , L ' 15 I:i 11. Si: 3,./. (GRADE 2 CRS) INTO ` MI AL STRUCTURES TYPI DISTANCE INTO CONCRETE AND MASONRY = 2 MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. 3 TRACK DOOR DETAILS STEEL : 1 GA. MIN. (Fy = 36 KS MIN.) ALUMINUM : :° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO MIAMI -DADE COUNTY " "OVED MULLIONS (MIN. THK. = .090 ° ) (NO SHIM SPACE) drawing no. W97 -12 sheet 4of 9 (3) 010 SMS INTO WOOD 3/18' X 1 -1 /4 TAPCONS INTO MASONRY 3/4 1T 1 ALUM ANGLE .• AT TOP & 8 (2 0 ._ INTO WOOD EXTERIOR DDDR WIDTH (2) 010 SMS IX. PANEL WIDTH 1/4- MAX. SHiM METAL STRUCTURE TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 0 14 X 1 -1/4' SMS 1/ CUP 3 CUPS/ .IAMB TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 140V. PANEL WIDTH RETICULATED FOAM 1 -1/2' X 7/8 PILE PADS AT �F TOP & BOTTOM OF INTERLOCKS 3 TRACK DOOR DETAILS Engr. OZ 144MAYOUN FAR000 STRUCTURES FLA. PE f 16557 CAN. 3538 MAR 3 0 2009 1/4 SHIM TYPICAL ANCHORS IN SEE ELEV. FOR BY Mani Division O a C 0 0 8 n m g 614 42. n o n I 85 J I ar Of drawing no.1 W97 -12J (sheet 5of 9 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS W PARS SEE ELEV. FOR SPACNG e W3 ALUM ANGLE 3/:" X 7/16' X 1/8" 2 -1/2" LONG 2) PER FIX. PANEL (AT 08 /80 W/ STEEL REINF. ONLY) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING CUP "C 1-1/2" X 2" X 1 /8" X 1" LONG NOTCHED AS SHOWN 3" WIDE CUP .125 THICK ALUM 1 CUP PER EACH FIXED PANEL LOCATED ON THE CENTER (2) # 10 x 1/2 SMS EACH WAY TYPICAL ANCHORS IN PAIRS MIAMI -LADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2 TRACK SILL XX OPTION ONLY METAL STRUCTURE 2 TRACK DOOR DETAILS TYPICAI. ANCHORS IN PAIRS SEE ELEV. FOR SPACING 11C 'UAL ALYL.fU6%0, 5tt CLGV. FUN 5YALIN\4 1/4" DIA. TAPCONS BY 'ITW' 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KS1) IN IU 1bbY WUUU IiULAS UK WUUU ] IKUL.IUKt] 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1 1 DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SINS OR SEIF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) /12 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE fc = 3000 PSI MIN. MASONRY fm = 2000 P51 M.W. Engry DR. MJMAYOUN FAR000 STRUCTURES FUL PE / 18557 CAN. 3538 MR 30 2009 PRODUCr REVISED mIDNbbwi518n Fkrid �Nue o+laivv �twl>M07� // n Prodlxt Coiur. a CC O N 0 'S e 2 Y c i o eip g 8 tl 8 drawing no. W97 -12 (sheet 6of 9 ) 9 14 X 1/2" SAG 1/ CUP 3 CUPS / JAMB RETICULATED FOAM 2 -1 /Y X 7/8" PILE PADS AT TOP & BOTTOM OF INTERLOCKS 10 SMS 2 EACH WAY # 10 SMS 3/ CLIP 2 X 2 X 1/8" ALUM CUP 1" LONG AT SILL ONLY GE SILICONE SEALANT BETWEEN LOCK & ASTRAGAL STILES 3 -1/2" X 5/8" RETICULATED FOAM BLOCK AT BOTTOM OF ASTRAGAL 1/2 X 1/2 X 3/16" ALUM ANGLE 4" LONG AT TOP & BOTTOM .3" X 1 -1/2" RETICULATED FOAM BLOCK AT TOP & BOTTOM OF ASTRAGAL 1BY W000 BUCK METAL STRUCTURE 1/4" MAX. SHIM 1/4" MAX. 2BY WOOD SHIM TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 2 TRACK DOOR DETAILS Engr. DR. HU T1AYGUN F STRUCTURES CAN. 3538 MAR 3 0 2009 PRODUCT REV!: as complying 8>� Code with �:. I•Tarid.� Asap>I=NofJ9 v. base 7- 2,6 -20// Contra 88 n o o9 S 1 drawing no. W97 -12 (sheet 7of 9 ) 062 TYP. 51 Sut I 4 5.436 L 1.157+11- 1.625- --^l� 1.625 FRAME HEAD (3 TRACK) YE -320 6063 -T5 -1 .875 L 062 PANEL TOP RAIL O YE -307 6063 -T5 2.480 . 875 I- .062 FIXFD PANFL BOTTOM RAIL (1 YE -375 6063 -T5 1 MOVING PANEL BOTTOM RAIL C 616 MOVING PANEL 5TI1 O YE -301 6063 -15 .093 1.000 .374 Itl .374-1 1 - FIXED PANEL CLIP 14 YE -377 6063-15 FIXED PANEI STILE 31 YE -302 6063-15 PANFL HEAVY INTERLOCK STILE 19 YE -325 6063 -T5 3.825 r- 1.658 x.062 TYP. It it b- 1.156 —I PANE ASTRAGAL STII F 17 YE -344 6063 -T5 2.782 8 FRAME HEAD (2 TRACK) YE -304 6063 -75 5.436 .811 t^- _� 719 062 TYP. 3.312 1.157 FRAME JAMB (3 TRACKI 13 YE -321 6063 -15 (1 32 YE -355 6063-15 7E -3380 6063 -T5 8 FRAME SILL (3 TRACK) YE -375 6063-15 FRAMF JAMB (7 TRACK) YE -304 6063 -T5 FRAME SILL (2 TRACK) YE -374 6063 -15 FRAME SILL YE -373 6063 -T5 Engo 0R HL4iAY0819 Pt8000 STRUCTURES PE PIA 7 CAN. 3538 MAR 3 0 2009 REV E0 as avolykis aundihs_ Code w46Oat FtoriC .8881110=0 N0.18Uarty# 2 V .2 ‘ 4gA°41 7 884 Product _el Dhdefon Re m J 0 a 0 a 0 d t m 0 6 drawing 00. W97 -12j (sheet 8 of 9 35 TH-4003 KEEPER CAST (ZAMAK) 38 YH -4016 EXT. CONCEALED HANDLE CAST (ZAMAK) 37 YH -4017 NT. CONCEALED HANDLE W/ KEY LOCK CAST (ZAMAK) 38 2i-4022 DOOR HANDLE CAST (ZAMAK) ITEM N0. IA 2 3 4 7 a 9 10 11 11A 119 12 13 13A 14 15 16 17 18 19 21 22 23 24 28 27 28 29 30 31 33 PART NUMBER Y9 -320 YE -304 YH -4004 TH-4002 YE -307 YE -4007 YE -306 YF -27A TH-4031 Y9 -375 YE -374 YE -373 YH -4005 YE -321 YE -303 Y9 -377 YE -325 YE -344 TH -25 YH -4010 TH-4053 TH -4034 YH -4055 TH -4054 YE -301 YE -379 YE -302 YE -355 DESCRIPTION FRAME HEAD (3 TRACK) FRAME HEAD (2 TRACK) FN SEAL W'STRIPPING (.187' X .250) TOP SLIDE GUIDE PANEL TOP RN1. VINYL GASKET FOR 3/16' CUSS MOVING PANEL BOTTOM RAIL BOTTOM RAIL ASSY. SCREW ROLLER ASSEMBLY FRAME SILL (3 TRACK) FRAME SILL (2 TRACK) FRAME SILL (2 TRACK) ROILING PANEL SILL W'STRIPPING FRAME JAMB (3 TRACK) FRAME JAMB (2 TRACK) FIXED PANEL CLIP (ME A) PANEL HEAVY INTERLOCK STILE PANEL HEAVY ASTRAGAL STILE ASTRAGAL ASSY SCREW FIXED END STILE WEATHERSTRIPPING SCREEN MOVING PANEL SILL & TRACK CUP (TYPE 9) BRACKET TYPE '8' FIXED PANEL UPPER CUP (TYPE C) CENTRAL FIXED PANEL CUP (TYPE D) PANEL LOCKING STILE FIXED PANEL BOTTOM RAIL FIXED ENO STILE ASTRAGAL STILE MATERIAL /REMARKS ALUMINUM (6063 -15) ALUMINUM (8083 —T5) ULTRAFAB NYLON 6/6 SECURITY PIpsDCS INC. ALUMINUM (8063 -T5) CUSTOM PLASTICS 026 -8 OR EQUIV. ALUMINUM (6063 -75) 9 10 -32 X 7/8" PH. MACH. SCREW ALUM HOUSING WITH STEEL WHEEL ALUMINUM (6083 -T5) ALUMINUM (6063 -75) ALUMINUM (6063 -15) 5014LEGEL 5K1004 -510 OR EQUIV. ALUMINUM (6063 -T5) ALUMINUM (6063 -75) ALUMINUM 2" LONG. 3/ JAMB ALUMINUM (6083 -75) ALUMINUM (6083 -75) g8 X 1/2' P.H. SAS CUSTOM PLASTICS 042 -1 (VINYL) OPTIONAL ALUMINUM (1/2 - 1/2 LOA1G) ALUMINUM (2'22'X1/8'X1' LONG) ALUMINUM (21X2'X1/8'X1` LONG) ALUMINUM (2'27 /8'X1 /81X3' LONG) ALUMINUM (6063 -75) ALUMINUM (6063 -15) ALUMNUM (6083 -T5) ALUMINUM (6063 -75) 34 39 YE -380 TH-6006 PANEL HEAVY LOCKING STILE FIN SEAT. W'STRIPPNG ALUMINUM (6063 -15) 40 41 42 43 44 45 46 47 YF -2 YF -17 YF -10 TF -18 TF -8755 1F-685S TH-4013 80T./TOP FIXED & TOP MOV. PANEL ASST. SCREWS SOT. MOV. PANEL ASSY. /ADJ. WHEEL SCREW FRAME ASST. SCREWS KEEPER ASST. SCREWS HANDLE Asst. SCREWS CLOSED END HANDLE BNDNG POST INTERLOCK /ASTRAGAL TOP & BOTTOM PAD /10 X 1" PH 5AS /10 -24 X 7/8' PH M5 88 X 1" PH SAS /10 X 3/8" TH 5AS 98 -32 X 2' 714 5S. MS 51. STEEL (.200' X 3/4') ULTRAFA9 (13/16" X 11/16' X 1-1/2") UA.TRAFAB (.115' X .507 PANEL CORNER DETAIL$ FRAME CORNER DETAIL$ Engr. 148. HIAVAYOUN FARO'S() STRIZIUM FI.A. PE B 16557 CAIN. 3538 PROMICITREVLSED Ballageoda otvag&° a -2.2-2p mare . MAR 3 0 2009 2 It gg O Rg gk ry p � p � SnQQ jff co ozlio 8 c n a 1. ;" 0 8 2 J a . O v 8 8 n • g drawing no. W97 -12 (sheet got 9 )