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WS-11-44Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 154747 Scheduled Inspection Date: January 25, 2011 Inspector: Bruhn, Norman Owner: Job Address: 9876 NE 12 Avenue Miami Shores, FL Project: <NONE> Contractor: BECNAN CONSTRUCTION SERVICES, INC Permit Number: WS -1 -11-44 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180110 Phone: (305)962 -0052 Building Department Comments INSTALLATION OF TWO NE IMPACT WINDOWS Inspector Comments Passede426-# Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 24, 2011 For Inspections please call: (305)762 -4949 Page 10 of 19 xVI.k - 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. viS BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING aw,V31 iAN1Q 201 Master Permit No. OWNER: Name (Fee Simple Titleholder): A 1+ -ell e �� Phone#: / t ��yy�� City: f ?.. ! S /--S State: /='L Zip: Tenant/Lessee Name: Phone #: Email: �" Address: 7g77b /9% 6' JOB ADDRESS: e 7Z, AI 6' City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes / �- County: tie- Miami Dade Zip: NO Flood Zone: CONTRACTOR: Company Name: �M' ,€ ti CoAdfrk-d 1al C24,'v C CS Phone#: 3 4'.5-- 7 (4-, 73 » Address: 7-f() A( - 1I5- ca.,4_4-G k. t - vim ,g City: f Ca-v•-&-C State: Zip: 3 3/ 4 7 Qualifier Name: CA-kJ_ gLtA CO(..J6 Phone#: 3OS -y(I7 .)-.- State Certification or Registration #: C, fr. I 3l 57 Certificate of Comp cy #: as , % ,[) Contact Phone#: Email Address: �^ .4,..i„G S ( I ,D cc1i► -gel/ DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 9`2, Square/Linear Footage of Work: /6 S` Type of Work: OAddress OAlteration ONew pair/Replace ODemolitioin Description of Work :� 4.- c47L�. 74� 0 Ai r;.r dta ca J % j--e- 0..,.�� e'71( /_ C.�� Al P :�.� i ;14.70<e-e7( 1-J 1.'LicX fcs ct9 S. COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: 1110 11 q � ��****,*,*,****** r ****** ************ * *** * *,* *)*F �** *****,....... . ** **.** * * ********t* *,* **x* * *,* Submittal Fee $� ' CID Permit Fee $ �o� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ FA. Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature )C 64e teal/ote Owner or Agent The foregoing instrument was acknowledged before me this 1 The fs o' : in//st��rument was ackn bef this 10 day of yis acetyl A , 20 1, , by keG Dv Ja\ day o' � ;i IAI 2011 , by ; � . _r, / who is personally known to me or who has produced or who has produced , m r Signature &-rd( /dl Contractor As identification, and who did take an oath. NOTARY PUBLIC: `��' i NAl f leii, Sign: 'my Gu,� $ Print: . Va a °}Z' :. cn No i3 2or , I. My Commission Expires: t I- I 1 e ' %'�ji:°U@� •..•••OQ•��` .,',r'OF' F, Off` ``�� cation and who did take an oath. APPROVED BY ��/7/ Plans Examiner (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09Xrev6/4/10) N I TARY PUBLIC: Sign: Print My Commission Expir * * * * * * * * * * * * * * ** Zoning Structural Review Clerk • • •• •• • • • • • • • • • •. • • • • • •• • • • • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• • •• • • • ••• •* • • • • •• • • • • • • ••• •• • • Q 31t-5-(k re &,1 • r&91At da� • SUBJECT TO COMPUANCE WITH ALL FEDERAL STATEEP D C9UNTY RULES AND REGULATIONS BLDG DEPT ZONING DEPT APPROVED Ix\ BY lore's Village DATE M 03/02/2009 - 5991 m_ • • ti • • • • • • p IP • • �, jp3 �111ment11\10 L oadingl1 l CalculatorsVlSCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0-60).dwg tOQtFtriR► BUILDING CODE & ASCE 7 -05 DEgIGN LOADS FOR COMPONENTS AND CLADDING • • • I•N'jERIOIj, �ONk.•4 PRESSURE$ Mean Roof Height • • • • aESIGN PRESSURES (PSIS - Zor13 4 • • TO • • 1t5 • • 20 • jrib Area (il to • • • 40 45 50 25 30 3$ 0 -15 ft -50.4 +46.5 - 492 +452 -48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 -462 +42.7 -46.2 +42.3 -45.9 +41.9 -45.5 +4(1.6 16 ft - 51.1 • +471 • 919. +45j •.45.11 :49.Q • X38.'.; +44.0 • 47.4 413.1110•+43.3 •-•47.$' -•46.8 11+42.9 ,462 +42.5 -462 +42.2 18ft -52.4 +484 • 1151. +47 1.50.; .46.1 )9.�,••.j8.: • +45.4 +414.8► -48.4 4+414,36 -48.0 •+43.9 - 47.7 +43.8 -47.3 +432 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 -50.6 +48.4 -50.0 +45.8 -49.5 +452 -49.1 +44.9 48,7 +44.5 -48.4 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46,7 - 50.6 +46.3 -50.3 +45.9 26 ft 56.6 +52.2 - 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 +48,7 28 ft -57.5 +53.0 - 56.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53,8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +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 -58.4 +534 • -57.4 •61.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 - 54.9 +502 -54.5 +49.8 -54.1 +49.4 • e 4 .60.6 455.9 -44 • +54.4 .5g.? +53.3 57.3 +52.5 • 56.6, 4+54.9 • 56.1 +61.3 55.8 +50.8 55.1 +50.4 54.8 +50.0 • • -81.3 •55.5 -44, +55S 4,5g.: +545 -57.9 +53.1* X7.3 +52.5 ?56.7 +61.9 - 562 +51.4 -55.8 +51.0 -55.4 +50.6 • 41 ft • -82.0 +57.1 -60.5. +55.6 -59.4 +54.5 58.6:44 +53.7 +53.0 . y;7.3 +52.5 - 56.8 +52.0 -56.4 +51.5 -56.0 +51,1 •4Z • • -62.6 457.7 41 • +5624 via 456.1 -592 +54.3 • • •58.6 • t7.9 0453.0 -57.4 +52.5 -57.0 +52.1 58.8 +51.7 • .4 R • •632 +58.3 -614 • +98.7 -604 455ff -59.7 +54.8 455.3.58.5 • +54.1 •53.5 58•0 +53.0 ,57.5 +52.6 571 +522 r •41 Ilt • :63.8 458.8 521 +57.34 -8 +562 -60.3 +55.3 ME • -59.0 4 454.6 • *54.0 -582 +53.5 -58.1 +53.1 ..: -67.7 +52.7 •• it • • .64.4 +59.4 X24 +x.84 eV +56f -60.8 +55.8 • 644 +55.1 *543 -59.0 +54.0 - 58.6 +53.6 - 58,2. ' +53.1 • •p r • • • � - 64.9 459.9 - 1.4 +58184 -�12 49172 51.4: +56.3 59.7.1,60.1 455.6 455.0 -59.5 +54.5 591 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -601 +58.8 WO +57.6 - 61.9 +58.8 - 612 -60.6 +56.1 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft -66.0 +60.8 -64.4 +59.2 - 83.3 +58.1 -62.4 +572 -61.7 -61.0 +58.5 +55.9 -60.5 +55.4 -80.1 +54.9 -59.6 +54,5 56 ft -66.5 +61.3 - 84.9 +59.7 -63.7 +58.5 52.9 +57.7 -62.1 -61.5 +56.9 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -67.5 +622 -85.8 +60.6 - 84.7 +59.4 -63.8 +58.5 - 63.0 - 62.4 +57,8 +57.1 - 61.9 +56.6 -61.4 +58.1 -81.0 +55.7 EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area :Sq Ft) 40 45 50 •.5 30 35 0 -15 ft -62.2 -59.8 ' -58.0 .7 -55.6 - 54.8 -53.8 -53.1 -52.5 +46.5 +45 . +44.4 43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16ft -63.1 +47.1 -60.6 '.8 +45.9 +45.0 -57.5 +44.3 -58.3 +43.7 -55.4 +43.3 -54.6 +42.9 - 53.9 +42.5 -532 +42.2 18 ft -64.6 +48.3 - 62.1 - 60.3 +47.0 +46.1 - 58.9 +45.4 - 57.8 +44.8 - 56.8 +44,3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 20 0 ' -66.1 +49,4 - 63.5 - 61.6 +48.1 +47.1 - 602 +48.4 - 59.0 +45.8 -58.1 +45.3 - 572 +44.9 56.4 +44,5 -55.8 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 - 61.4 +47.4 -602 +48.8 -592 +46.3 -58.4 +45.8 -57.8 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 -64.1 +49.9 +49.0 -62.6 +48.2 51.4 +47.6 -60.3 +47.1 -59.4 +46.7 - 58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 -67.1 -65.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 - 61.4 +47.9 -60.4 +47,5 - 59.6 +47 -1 -58.9 +46.7 28 ft -70.9 +53.0 - 682 -662 +51.6 +50.8 -64.8 +49.8 -63.4 +492 - 62.3 +48.7 -61.4 +48.2 -80.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 -65.8 +50.6 -64.3 +49.9 - 83.2 +49,4 - 622 +48.9 -81.5 +48.5 -80.7 +48.1 32 ft -73.0 +54.5 - 70.1 -68.1 +53.1 +52.0 - 66.5 +51.3 -652 +50.6 -84.1 +50.1 -83.1 +49.6 -62.3 +49.2 -61.6 +48.8 34 ft -73.9 +552 -71.0 -68.9 +53.7 +52.7 - 67.3 +51.9 -66.0 +51.3 - 64.9 +50.7 - 84.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55,9 -71.9 -69.8 +54.4 +53.3 - 68.1 +52.5 -662 +51.9 - 85.7 +51.3 - 64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +562 -72.7 -70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 - 66.5 +51.9 -65.5 +51.4 -64.8 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 - 68.3 +53.0 -672 +52.5 - 662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57,7 -742 -72.1 +562 +55.1 -70.4 +54.3 -89.0 +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 -72.8 +58.7 +55.7 -71.1 +54.8 - 69.7 +54.1 -68.5 +53.5 - 67.5 +53.0 - 66.6 +52.6 55.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57,3 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +58.7 -72.4 +55.8 -71.0 +55.1 - 69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.8 -70.4 +55,0 -69.4 +54.5 - 68.5 +54.0 57.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.8 -73.6 +56.8 -722 +58.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +58.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 -69.3 +54.9 ft -83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.8 +56.1 +55.7 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -6C° 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 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION 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 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE- TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO AU, LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDE,D'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 (Int). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ® I ELEVATION I WALL ZONE FIGURES te m z Cl) C Ul 8 REMARKS [NIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB 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 WRITTEN CONSENT OF FRANK L BENNARDO, P.O. "ALTERATIONS, ADDITIONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CtKI I -ICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT I •M ':C ENGINEERING EXPRESS@ 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF ACTH #9885 1��1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window, LLC 601 NW 126' Ave. Pompano Beach, FL 33069 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 AM (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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Gov/buildingcode 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 805 Aluminum Horizontal Rolling Window - L.M.L APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09/19/08 with the latest revision `B" dated 02/10 /10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Glass Type "E": The Maximum Design Pressure Rating of± 79.0 psf for Metallic Sweep Latches. 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 •.dolSowed by tthp expiration date may be displayed in advertising literature. If any portion of the NOA is • disglayed,•then it shall be done in its entirety. • ; •t$PECTION : :A copy of this entire NOA shall be provided to the user by the manufacturer or its •distributors•shall be available for inspection at the job site at the request of the Building Official. • .: � NOAsrevjea NOA No. 09-0105.02 and consists of this page 1 and evidence pages B-1, E-2 and E-3, • as vtell as Bppfdt>sa1 document mentioned above. • • XlAsubmigerdoewnentation was reviewed by Jaime D. Gascon, P. E. • •••• •••• • • •••• • • A? v.ci • •• • • • • • NOA No. 09-1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 Page 1 T. M. Window. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1L -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum horizontal • Ailling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report ▪ • ' Nd. FTL -3995 dated 11/13/03, signed and sealed by Edmundo Lar • , gn y Largaespada, P. E. • • : • (5jtbmitted under previous NOA No. 04- 0120.01) • • • • • • • •• •• • • • • • •••• • • • • • •••• • • • • • • • • • • • •• • • • •••• • • • • E -1 Jaime D. Gascon,1 E. Chief, Product Control Division NOA No. 09-1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 • • • • • • • • • • • • T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 6. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No 04- 0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTITh RS 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement L.M.I., approved on 03/04/09 and expiring on 05/13/14. • • • •• • • • • • • • • • • • • S. •• • • • • • .•. • • • • • • •••• • • • • • •• • • • • • • • •••• • • • • E -3 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 • • ••• •• •• • • • • • • • • • • • • • • • • •. • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• 3/16" ANN. GLASS • • • • •• • • 090 °ilWERLA'I S•FLEX IXG BY S•LUTIA• • •• • • iT AW ASS N • • • 3/18" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY DUPONT SILICONE GE RG57700 •00W iieruNG.9115. • • • • • • •• •• • • • • • • ••• 7/16" OVERALL GLASS TYPE 'A' 3/18" HEAT STREW() GLASS 120" INTERLAYER UVEKOL -U0 RESIN BY 'SURFACE SPECIALTIES INC.' 3/16' HEAT STREN'D GLASS SIUCONE GE RGS7700 DOW CORNING 995 3/18" HEAT STREN'O GLASS SILICONE GE RG57700 DOW CORNING 995 1/2" OVERALL GLASS TYPE 'C' 7/18" OVERALL GLASS TYPE 'B' 3/18" ANN. GLASS .120" INTERLAYER UVEKOL -LAO RESIN BY 'SURFACE SPECIALTIES INC.' 3/18" ANN. GLASS SIUCONE GE RG57700 DOW CORNING 995 1/2" OVERALL GLASS TYPE '0' GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WOW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX BIG PVB BY 'SOLUTIA' 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 11/16" OVERALL INSUL. GLASS TYPE FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 74° MAX WINDOW WIDTH 9 3/8" MAX. I HEAD SILL GLASS TYPE 'A' ►sue If _ ..._, I ....ii / // II J - II - ..>",1 Q n I .4.....11 I //. .....4L. �._ M I u 11 r O g EXT.( +) INT.(-) EXT.( +) INT.(-) 32 7/8' If I 1 33 1/2" D.L. OPC. D.L. OPG. 37 1/2" VENT WIDTH TYPICAL ELEVATION 6" MAX. HEAD /SILL CORNERS ti MAXIMUM DESIGN FOR SIZES AU UN UA Xt'LLt3 LOAD RATING SHOWN ABOVE OR - PSF SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE '0' GLASS TIRE 'E' EXT.( +) INT.( -) EXT.( +) INT.(-) EXT.( +) INT.(-) EXT.( +) TNT.(-) EXT.(+)T TNT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO A80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, 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 WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ME NOT REQUIRED. Env: JAVAD AMMO CAL FLAC. PE & 370892 AN. 539 FEB 19 2010 V a7' 8 S I 8 i `S drawing no. W08 -81 (sheet 1 of 7 • • •.• • • • •.• •. •S • • • •• •• • • • • • • • • • • • • • • 0 • ••• • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • •• • • • • • • • • • • • FALSE • MUNTINS (SURFACE APPLIED) MAY BE USED S • • : III ° MAX. • • • • WINDOW WIDTH • • • • • 10 1/4" I • ••• ••• ••• MAX. 3" HEAD \SILL 9 3/8" AT FIX. UTE 3° • 4 • . k___ 4 I HALL AT VENT I III IL__lI EXT.( +) TNT.( -) EXT.( +) 1NT.( -) .� • • m. = === _ = _qr= ?r� •• • • I; • •h I• •1•• •• II ;/ 0 ;/ { % ;i== =a = ==: I 11 IL 4L -_ = -Tr-' 11 11 II ® • • I ; I % 'a - >, = .=7F ==_ n I Si I I II ,,I1! U___ --7--=4,1 II II tt II Q 0 D - 1 I II I � % I = = =,F == =fi= =- I .0=,I 1 __JL __"11 _ --- Il'-- -'I =__ II II II II I I 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES UNIT MAX. LOADS TO ±80.0 PSF 8" MAX. HEAD /SILL CORNERS 32 7/8' D.L. OPG. 37 5/8' VENT WIDTH 33 1/2' D.L. OPG. 32 7/8° D.L. OPG. 37 S /8° VENT WIDTH Aux JIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE T GLASS TYPE 8 GLASS TYPE 'C' GLASS TYPE 'E' EXT.( +) TNT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) INT.( -) 80.0 90.0 90.0 I 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES UNIT MAX. LOADS TO ±80.0 PSF ADDL. ANCHOR REOD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION$ 111" MAX. { WINDOW WIDTH 14 7/8" 3" MAX p�� HST .3" I H SILL I I 1 1 1 H I :- I a I a ,- , .l_:. =7'= II 4✓ I {1 II O 11 .:1= ==== I I I I I 1 ax =74. $ , -(I I I 1 1 I I JI I I I II 29 1/4" VENT WIDTH 29 1 /4° XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '9' EXT.( +) 1 NT.( -) EXT.( +) 1NT.( -) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 Env: JAVAD AHMAO OWL FUL PE I# 70592 CAN. SUS 2010 VENT WIDTH 8' MAX. HEAD /SILL CORNERS PRODUCT REVISED as complying wild dm Play Aoseptenoe No- 0 Division to z g 8 a 1 I drawing no. W08 -81 (sheet 2 of 7 • • ••• •• •• • • • • • • • • • • • • • • • •. • • • • ••• • • •• •• • • • • • • • ••. • • • • • • • • ••• • • • • A. • •ISY • • • • • • • • • • WOO. •UCK • • • • • . • • •.a ° : . a • • —"MMI117' * TYPICAL ANCHORS SEE ELEV, FOR SPACING WOW _Ambarni .74EjMi■ 141) t A (ail A10 X 3/8" PH SMS 2 PER CUP METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING I .103° MIN. r MUdAI -1545E COUNTY APPROVED 11 I !MULLION & MULLION ANCHORS I, ISEE SEPARATE NOA II 1/8" MN. I1 I 4" LONG WIND LOAD CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS; ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES; W1 1 -1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8" FROM EACH END AND AT MIDSPAN W2 1 -1/4" X 1/4" WEEPHOLES AT 4 -7/8" FROM EACH END AND AT MIDSPAN W3 2" LONG WEEP NOTCH AT EACH END W4 1° LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG SILL CUP ADAPTER TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (F.=177 KSI, Fy-155 IC'd) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 19Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF DRILI INC SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy A. 36 KSI MIN,) .',LUMINUM : 1/8" THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A14 SA OR SE F DRR SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS re 3000 PSI MIN. C -90 KOLLOW/F LLED BLOCK AT JAMBS Pm a 2000 PSI MIN. ° a n AVM AMC CIVIL MA PE TOSS2 C.A.N. x3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING As complying with Ada Florida Bufidias Code Aocoptecoo No 0. TYPICAL ANCHORS 3 PER CUP FEB 1 9 1010 stI•et 3 of 7 ) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • METAL • neuron TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING m�V • Eg 8g :14 0 o L a< 04.1 JJ 1!" I /30 §Zaw S. U MIAMI-DADE COUNTY APPR.D MULLION SEE SEPARATE NOA VENTS WITH SPRING LOADED LATCHES mmptytog wi Wemuride `coa`rra — " 01111111 rya -ni-3 (Growing no. W08 -81 eet sh 4of7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • MAX. • • • • • • • • • .• • • • • •. • • •• •. • TYPICAL ANCHORS SEE ELEV. FOR SPACING V T9Y W9PO SUCXS TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE RCA VENTS WITH SWEEP LATCHES Ens JA AHMAD F13. PE [ 7CS82 CAN. Saw '77DUCT REVISED ..GPIViGS wu6 the Fiona kedies Code AcmgmNo - Qt i m • ; 1 EXTERIOR WINDOW WIDTH 19 MO mg no. W08 -81 (sheet 5 of 7 ) • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••■ 3.089• • • •• • • •• 052 •• • • i � � ( • • -L-U 1 •• PRAN! HE • • El 1.480 .077 .313 �_ -1.420 10) SILL TRACK JAMB STILE 1.000 III 790 .125-"'1 1. - 0 WIND LOAD CLIP .125 1.000 I 1.000 TO. STILE REINF. SILL CLIP ADAPTER FRAME SILL TOP MEETING STILE .107 -i 1.000 .125-.- Czo_ 0 FIX. STILE REINF. 1.298 849 .082 12 VENT LATCH 2.312 1.497 2.312 .055 FTIstini LIP 1.750 0 FIXED STILE (SPRING LATCH) 1. 1.237 1.375 1.235 ITEM PART 9 OMNT17Y DESCRIPTION MATERW. MANF. /SUPPLIER /REMARICS 1 TM -130 1 FRAME HEAD 8083 -T8 - 2 TM -1338 1 FRAME SILL BASE BOBS -T8 - 3 7M -134 1 FRAME SILL TOP 8063 -T8 - 4 TM -132 AS RECD. FRAME JAMB - VENT 6083 -T8 - 5 TM -131A AS RECD. FRAME JAMB - FIXED 8083 -T8 - TM -138 2/ VENT TOP AND BOTTOM RILL 6083 -T8 - 7 TM -139 1/ VENT JAMB STILE 6083 -T8 - 6 9 3_ TM -140 1/ VENT MEETING STILE 8083 -T8 - 1M -137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 6083 -T8 - 6A TM -137A 1/ VENT FIXED STILE (SWEEP LATCH) 8063 -T8 - 10 TM -135 1 SILL TRACK INSERT 8083 -T8 - 11 TM -138 1 Sill. CLIP ADAPTER, 12' LONG 6063 -TB AT MTG. STILE LOCATION 12 714-116 1/ VENT SPRING LOADED VENT LATCH, 3-1/8" LONG 3 -TB AT MID SPAN 12A - 1/ VENT METALLIC SWEEP LATCH - AT MCI) SPAN 126 #8 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - PH SUB 13 TM -141A AS REDD. GLAZING BEAD (LAMINATED GLASS) 8083 -T8 - 13A TM -181 AS REDD. GLAZING BEAD (INSUL. LAM. GLASS) 8083-T8 - 14 TM -184 AS REDD. MIND LOAD CLIP, 4' LONG 8083 -T8 - 15 - 1/ STILE MEETING STILE REINFORCING 8083 -T8 - 18 - 2/ STILE FIXED STILE REINFORCING 8083 -T8 - 17 W31225 AS REOD. FIN SEAL WS/RIPPING (.270" X .220' HIGH) WOOL - ` 18 W43371 As REDD. FIN SEAL W'STRIPPING (.187" X .370' HIGH) WOOL - 19 W43201 As REDD. FIN SEAL 2/STRIPPING (.187' X .200' MGM) WOOL. - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAL - 7/8' X 1/2" X 1 -7/16' LONG 21 - 2/ VENT VENT ROLLER HOUSING * GUIDE PLASTIC AT EACH END 22 - - VENT ROLIER/WHEEL BRASS - 23 #12 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS - P.N. PHILLIPS OAS 24 #10 X 1' 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS SMS 25 — 1/ LATCH VENT LATCH SPRING ST. STEEL - 28 W31175 AS REDD. FIN SEAL W'STRIPPING (.187' X .175' HIGH) WOOL - 27 _ TM -151 1 SILL RISER 8083 TB - FIXED STILE (SWEEP LATCH) 13 GLAZING BEAD (LAM. GLASS) .183 .923 .040 .54,0 T 0 GLAZING BEAD (INSUL. LAM. GLASS) 1.784 4,62 TYP. --1 .875 0 FRAME JAMB - VENT 3. 042 3.283 .082 1.919 J 1.799 .18 27 SILL RISER Erpr: at AD *WAD CWLL RA. PE t 7_0592 CAP CA 3o3e sEB 1 9 2010 4 te 48 d 0 B B drawing no. W08 -81 sheet 60f 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • • • • ••• •�• •�i�I l ••• ••• (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS (2) #10 x 1' PH. SYS. ASSEMBLY SCREWS • \•• • •'� • • •• FRAME TOP CORNER ( PH. SMS. ASSEMBLY SCREWS VFNLIPP CORNER FIXED MTC, RAIL TOP CORNfR (2) #10 P ASSEMBLY FIXED MTG. )L BOTTQM CORNER FRAME BOTTOM CORNER VENT BQITOM CORNER (sheet 7 of 7