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515 NE 101 St (2)Issue Date: 8/16/2006 Owner's Name: BARRY ASMUS Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 515 101 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores,; FL 33138 -0000 i Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/12/2007 Contractor(s) Phone LES FAUNCE INC (305)606 -1853 Primary Contractor Yes Comments: REPLACE WINDOWS AND DOORS WITH IMPACT RESISTANT WINDOWS AND DOORS AND CLOSE UP WINDOWS Type of Work: Additional Info: No of Openings: 34 Classification: Residential 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 laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $440.00 $15.00 $11.00 $472.60 Building Department File Copy App 'cant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -8 -06 -2150 Phone: 1132060171100 Lot: PB: Total Square Feet: Total Valuation: Re • uired Ins ' ections Window Door Attachment Shutter Attachment Final Shutters Final 0 $ 1,800.00 Invoice Number WS - 8 - 06 - 25907 Total: �. (0.2 Al16 2 5 PAID Amt Due $472.60 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. iami Shores Village �5 8I `�' I° 1VI t 0 '. - YAce Building Department 10050 N E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING IMCIEEVIE PERMIT APPLICATION 41 15 2006 Master Permit No. FBC 2004 BY: _ Electrical Plumbing --� i� �,(,(f Phone # Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address S 15 Ss • ST City jtik "' ' : 5 �4 ksS State frt., Tenant/Lessee Name Zip 333 Phone # WS p� Permit No. — 2 50 Mechanical Roofing S py) 158 -c(Zg3 Job Address (where the work is being done) 515 te- Zip - 60 3 City Miami Shores Villa _e County Miami -Dade P _ 13 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Qualifier Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition ❑Alteration Describe Work: 1�' PL -e t GtsSSe Submittal Fee $ Notary $ ______ Scanning $ Bond $ __________ Structural Review. $ ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Training/Education Fee $ _ Radon $ _— Code Enforcement $ Double Fee $ �— Total Fee Now Due $ Nan Af fee_ [New DOn'2-s (Al+ 11-4-P ` ,I) & 's Certificate of Competency No. Phone # Square / Linear Footage Of Work: Repair/Replace 0 Demolition •_ s t ��T () I■b 6 I ees* *********** , * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** C O / DPBR $ Phone # Y/0 76 1 CCF $ Technology Fee $ — Zoning $ y See Reverse a –> isTO 4I CAC 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 . ' a reinspection fee will be charged It Signature Sign: Print: L (k My Commission Expires: Owner or Agent The foregoing ins ment was acknowledged before me this a day of tf , 2006 , by 1/M� KLKT h3Mt who is personally known to me or who has produce R. d 44 4O5 • As identification an NOTARY PUBLIC: / 1. 1 %.14; :r. MONICA USSETH DIAZ E, ,u ; , s MY COMMISSION # DD 483995 "'' ' <f EXPIRES; October 20, 2009 Bonded Thru Notiry Public Underwriters Signature The foregoing instrument was s acknowledged before me this iU U S day of ()� j/ , iPS /(rV 7 CC c l d �)tly/�J LK. who is personally known to me or who has produced , (�y�i , F 5Z0512.M,5- as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning 0 5 v.% .1)1: /(0/Xe. Contractor i f2c CERTIFICATE OF APPROPRIATENESS ADDRESS OF PROPERTY: 515 N.E. 101 Street NAME(S) OF APPLICANT(S): Barry Asmus APPLICATION DATE: (Date Application Received by Village Clerk) 07/3106 CERTIFICATE OF APPROPRIATENESS REQUEST FOR: Request Approval to: a) Replace jalousie windows and a selection of doors with casement windows and French doors. b) Eliminate certain windows. c) Replace screen porch enclosure. d) Replace front door and driveway awning. e) Remove window /through wall air conditioner units with central air system. BOARD DECISION: - II p sed uuov k. Awu e(o( to be ciati L civet Cabv t aLv0.1 (athile, co vi , APPROVED WITH CONDITIONS APPROVED DENIED SIGNATURE & TITLE Adana l./. X , O llage cleirL DATE: (./.(i/i41 8 , (400 BARRY K. ASMUS \ / 4 SCHEMATIC OF WINDOWS.AND DOORS TO BE REPLACED AT 515 N.E. 101 ST. KEY : N ICOMMU SCHEMATIC OF SECOND FLOOR AUG 1 5 Mg ® ® ® Eaness • 1 1 1 COPY .g o® SCHEMATIC OF FIRST FLOOR C 011 110. • • • • • • • • • 0. 1100 00. • • • 000 • • •• • "P C C C M ut..% was CIRCLED NUMBERS "1" THRU "31" - SHOWS LOCATION OF WINDOWS AND DOORS TO BE CORRESPONDS WITH TILE OJ'ENING IDAUMB,ERSON THE MIAMI SHORES BUILDING PRODUCT APPROVAL 4Ci14111LEtOMICIARISbil CII'ART ENCLOSED HEREWITH. CIRCLED LETTERS "A" THRy. SHOWS vOCA iO :OF WINDOWS THAT ARE TO BE BLOCKED UP. `C" - CASEMENT DIVIDED LIGHT IMPACT RESISTANT WINDOW. "P" - IMPACT RESISTANT PICTU 'VZINDX)tv.: 1 : : : "D" - DIVIDED LIGHT IMPACT RE. �`IS 'A/N 11ttNaH Dank. • • . • • • • • • • • 506 -215D REPLACED AND DEPARTMENT'S REMOVED AND ... • . . • . ... • . . • • • • .. • • • • • .. • • • • • • • . . • • • • • • • . • . • . • • . • . • . ••• • • • • ••• • • .. ••• • . • • • • • • • • • • • • • • • . . • • • • • • • • • . • • • • • . • • • • . • • . • • • • • . • • • • ••• • .. ••• • .. • . • . • • .• • • • • • • .. •.. • • • • • .. Mean Roof DESIGN PRESSURES (PSF) - Zone 4 Tributary Area Sq Ft) Height 10 15 20 25 30 35 40 45 50 0 - 15 ft -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51.1 +A.7.1 -49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 -46.5 +42.5 -46.2 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +43.2 2011 -53.5 -52.2 -51.31-50.6 -58.9 - 50.0 -49.5 -49.1 -48.7 48.4 A. +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 11 -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 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 22 ft +51.3 +49.9 +4 1`.0 +48.7 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -56.6 -65.2 54.2 -63.5 -52.9 -52.3 -51.9 -51.5 -51.1 24 ft +52.2 * 50.8 +49.P +4 ^.1 +48.4 +17.9 +17.5 +47.1 +46.7 28 ft -57.5 -56.1 -56.1 - 54.3 -53.7 -53.2 -52.7 -52.3 -51.9 26 ft 453.0 +51.6 +50.6 +49.8 +49.2 +4p.7 +48,2 +47,8 +47.4 -5b.3 -56.9 -55.9 -55.1 -54.5 -.;5.9 -33.5 -53.1 -52.7 30 ft +57.1' +52.3 +51.? +50.P +49.9 +41".4 +18.9 +48.5 +48.1 32 ft -59.1 +54.1' -57.7 +53.1 -56.7 +52.0 -65,9 +51.3 -55.2 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -69.9 +55,2 -58.4 4 53.7 -57.4 +52.7 56.6 +5'i' -55.9 +51.3 -,S.4 +5^.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -6u.b -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 32 ft +55.9 +54.4 +53.3 +52.5 +51.9 +5 +50.8 +50.4 +50.0 38 ft -6).3 -59.8 -5b.7 -0; .9 -57.3 - .il,.l -36.2 -55.8 -55.4 34 ft +55.5 +55.0 +5,0 +S' +52.5 +51.P +51.4 +51.0 +50.6 40 ft -6'2.0 -60.5 -59.4 -58.6 -57.9 -5; .3 -36.8 -56.4 -56.0 -63.1 +57.1 +55.6 +5A,5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -62.6 +57.7 - 61.1 +56.2 -60.L +55.1 -35.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 +50.6 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 46 ft -63.8 -62.3 -612 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 +51.1 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 -60.8 +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 -63.4 - 62.2 - 61.4 -60.7 -60.1 -59.5 -59.1 -58.7 -65.8 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft -66.0 +60.8 -64.4 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 - 60.5 -60.1 -67.1 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -67.5 -65.8 -64.7 -63.8 - 63.0 - 62.4 -61.9 -61.4 -61.0 -67.6 +53.6 +62.2 +60.6 +59.4 +58.5 +57.6 +57.1 +56.6 +56.1 +55.7 Mean Roof DESIGN PRESSURES (PSF) - Zone 5 Tributary Area Sq Ft) Height 10 15 20 25 30 35 40 45 50 0 -15 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 78 ft -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 +48.3- +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 6 -66.1 -63.5 -61.61 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +471 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft - 67.4 -64.8 -62.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -68.7 - 66.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -69.8 -67.1 -65.1 -63.6 -62.4 -61.4 -60.4 -59.6 -58.9 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 -68.2 -66.2 -64.6 -63.4 -62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -72.0 -69.2 -67.1 -65.6 -64.3 - 63.2 - 62.3 -81.5 -60.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -73.0 -70.1 -68.1 -66.5 -65.2 - 841 - 63.1 - 62.3 -61.6 +54,5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.8 +49.2 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 - 68.9 +52.7 -67.3 +51.9 - 66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 -71.9 -69.8 - 68.1 -66.8 -65.7 -64.7 -63.9 -63.1 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 -64.6 -63.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 ft -76.5 -73.5 -71.3 -69.7 -68.3 -672 -662 -65.3 -64.5 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -65.2 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 -67.5 -66.6 -65.8 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.8 +54,0 +53.5 +53.1 +52.7 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 +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 +57.2 -73.0 +56.3 -71.8 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 -77.6 -75.4 -73.8 -72.2 -71.0 -69.9 -69.0 -682 +60.4 +58,8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 2/15/2006 - 12:47pm francoc F: \03 Elements110 Loading111 Calculators\ASCE 7- 02 \ - ASCE 7-02 Pressure Charts (0-60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 SIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES 0 INTERIOR ZONE 4 PRESSURES z 0 m m REMARKS INIT ISSUE CHKD FLB DRWN CL DATE 1/6/06 THIS DOCUMENT IS THE PROPERTY OF FRANK L SEWARD°, P.E AND SNAIL NOT BE REPRODUCED W WHOLE OR PMT W0TNOUT WRITTEN CONSENT OP AWL L B 880+00, P E' #L00808+000.+ TI MS. MDILLIGN1NG, OR O0IEA U,AKNGS TO THIS DOCUMENT ARE NOT PERMRTED AND PNALIDATE OUR CERTIFICATION. 111101111111111110110111110 11 111111111111111 III 2004 FLORIDA BUILDING CODE ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =0 -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' 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 ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION I5 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 S PECIFIC INTERPRETATION IF REQUIRED. a a I I ® ELEVATION WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4441 N. DIXIE HIGHWAY BOCA RATON, FL 33431 PH: (561) 391 -2888 FAX: (561) 391 -2862 CERTIFICATE OF AUTHORIZATION: #9885 ENGINEERING EXPRESS ® W W.W.ENGEXP.COM DE Miami Shores Building Department Product Approval Schedule / Comparison Chart Address:5 5 ',Le-, 10% fir: Permit No. 06., ais- - 0 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No _ - (4-) PSF ( -) PSF (4-) PSF ( -) PSF 03 14 1 C•sc;rater w uuc OI - f 1Z9 .03 ✓ 80 80 SO14 S3 Na d �5 Y Z CA6e sr WIAbse�D 6Y,A 01- 11zq so 8 5 31 " S NO `1e35 3 'clue& W04 Nov) 03 - 09 Z5 ✓ 95 95 61" soda No V • qsZ ,- i ... i:1: (A) WOOLS) • - I1z. . :O : " .S i • _L :� IIIIIIIIVRINII :t. • -,.. = . • •' 80 SO regille N • •• Cri .._11_.__- . .L.a_ 6 -• zS • r_. � NO IIMM11, •• • • s • 126'W hC t4co 0Z - 101(a.oq ✓ SO Igo 34'1 ' wiz!' to No -L 1 • .:_ �. =, .. •. .._ ' - • � � • v r3 • sa ts. IJ. SS to • r l : . , � .._ go :. m I TI ... 00 IcO 11 Chits1Jtetr.14304t ..) 01 - 11 -.03 tow 23 53" N a No 85 iz.t. : I,Q; a e .. • 43 - (o1(o. X 90 11g? go' No No OS • 1 • • : .� �.. 0Z- 1o1(o. • ° So • o •" SI' z" . o as .. 1 __; • L...- • z_ o _4. • So 0 N No b =DOE 1!0 • L- i..� \ OZ.- . 6.0• •3 0 .. KZ. NO IIIILIMIIIIIII 11+-1&' MAW-0. Mattis& •...: oz- 1011..09 8o go 5o'IZ" - - Is" No 19 * UouB46- Farevttt s oz.- 101(0.09 SO 90 50qz," • 15" No ZI •4... kJ— ._ .1 - - I1 0 ` .0 . " " Np c s • ►_ : _ g_!: _. • .. - 55 53" .� �� Z3 Cp.gEmeros W meats) .1_ -11 zq .03 SO f o 35" 53" 0 0 b'5 em o - 1 - • 80 _ • 5o' " 53 • No 0 ZS =1. =� .. 0 -11 •. 0 SO BO Z33 ' 53" ► - IIIIMIIESI Z(. - - � ••• 01- (IZ4,Q so(f40 z3�y' 53" No 1.10 am =PAM L .,.:„._ .3: _ _•' O - 1 Z • F93 $o • z" S3" No .. . Z8 :�..; MMI o - So So ... No .,. Z9 CAssaktavrWuJoop a Ol - Ilzrt.0 $O 8o •'lz 53" No Ne. 6'S 3o - clues- L 3si r tib4 o3- Oq 75.04 • Q5 95 ZS Ste S3" No ` 00 31 Rue - W t6z0Z - 03 - oQ es, of 9 s (gs z3 201,1" 1so . N0 e5 • .•.. ...• • • . • .••. ... • • •. • ..•• • • • � •.•• 4/ Passed , Inspector Comments Failed Correction Needed • Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -24778 Permit Number: WS -8 -06 -2150 Inspection Date: 09/28/2006 Inspector: Grande, Claudio Owner: ASMUS, BARRY Job Address: 515 101 Street NE Project: <NONE> Miami Shores Village, FL Contractor: LES FAUNCE INC Building Department Comments Wednesday, September 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �.\. Permit Type: Windows /Shutters SEP 2 9 2006 Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060171100 Lot: Phone: (305)606 -1853 Page 1 of 2 M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach, Florida, 33609 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "515 " Aluminum Outswing Casement Window —LM Impact APPROVAL DOCUMENT: Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window ", 1 through 11 of 11, prepared by manufacturer, dated 11 -15 -01 and last revised on 02- 25 -03, signed and sealed by Ballard L. Argus, 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 Missile Impact Resistant 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 e ;ti,r1QA shall be prpvidgd to the user by the manufacturer or its distributors and shall be available for inspection at$he3 jab lid a3 de %equestof the Building Official. This NOA 01- 1129.03 and consists of his �aae I al well as approval document mentioned above. The submitted documentation was reviewecfby Yshaq 1. L P. E. • • • ... • • • • • • • • • • • • • • • • • • • • • • • .. • • • .. . • • • • .. • • .. .... .. • ... • • • ... • • • • • .. • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .• .. • • • .. .. 0 . • • • • 0 .. • • 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 NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window ", 1 through 11 of 11, prepared by manufacturer, dated 11 -15 -01 and last revised on 02- 25 -03, signed and sealed by Ballard L. Argus, 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770 (00122) & FTL- 2587(00006), dated 6/13/01 and 04- 04 -00, signed and sealed by Antonio Acevedo, P. E. and Aldo P. Gonzales, P.E. respectively. Note: Test report FTL -2587 has been revised by addendum letter dated 04 -12 -2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, 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 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. AIL 0806.01 -02 dated 09- 24 -02, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated 09- 27 -02, 10- 04 -02, 12- 04- 15 -02, and last revised on 02 -25 -03 prepared, signed and sealed by Ballard L. Argus, P. E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12/16/07. 2. Notice of Acceptance No. 00- 0524.06 issued to Nebula Glass Int'l for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/03. 3. Notice of Ascent:Te No. 01.0205.02 issued to Solutia Inc. for "Saflex/Keep Safe Maximunt; , expiriigoi 0/,Ji24Q6. . • ..• . • • • . . • • • ... • • • • • • • • • • • • • • • • • • • • • • .. • • • .. • • • • • • .. ... • • E -1 .. . • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. 0 .. • • • 0 .. • • Ishaq L Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 T. M. Window and Door F. OTHER 1. None NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) E. STATEMENTS 1. Letter of conformance and "No financial interest, dated 12 -04 -2002 signed & sealed by Ballard L. Argus, P.E. 2 Statement letter of compliance, part of test report, issued by Fenestration Testing laboratory and American Test Lab of South Florida. 3 Letter & marked -up drawing dated March 12, 2003 issued by Fenestration Testing laboratory, signed by Roberto Robleo. 09 000 9 0 0 00 O 0 0 9 0 00 0 0 9 0 6 0 0 990 ^ D 9 0 0 0 0 00 00.- 00 0 0 0 00 000 0 0 0 0_ e 0 0 T 0 0^ 9 0 d ;0. n - 00 0.'..,0 - n 0 __- E-2 000 0 c o 0 a T _ m 00: c QC 0 422 c a 0 000 -0 SLAP 1 Ulan 14, Ishaq L Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 72 1/8' MAX FRAME WIDTH TEST REPORT No.: Flt -2770 53" MAX. FRAME WIDTH -.- 1 g SEE MULL CUP / - 3/16' ANNEALED GLASS - 0.070" POLYCARBONATE INTERLAYER 6' I ' 12 1 /aa• MAX. I - - -- 8 I I + (` SHEET 10 OF 11 T g• I I o , i I - -- - �I ( -. 30' MAX ._.1 _ - • I I ■ _ %" \- -- - 45 1/2" MAX. © mo D.LO. -=- \ D.LO. © \ • \ • LOCKS �/ / A/ i / .. , ID /1 Li D� �(/ ( CUSTODIAL LOCKS 0 : /• /- g \ i - % 4 _ DESIGN PRESSURE RATING: SEE TABLES #1, #2, AND #3 TEST REPORT No.: Flt -2770 GLAZING: 7/16" SAF -GLAS BY -S.I.G. - 3/16' ANNEALED GLASS - 0.070" POLYCARBONATE INTERLAYER - 3/16' ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF r e" • • n 6 ' L 41 • � 11 1: PC SEE MULL CUP SHEET 10 OF 11 SERIES 515 CASEMENT WINDOW (TEST UNIT ELEVATION VIEWED FROM EXTERIOR, SCALE: 1/2' = 121 GENERAL NOTES 1 4 20 5/8' MAX. 1. SERIES 515 ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT). AS DESIGNED AND MANUFAC- TURED BY TM WINDOW AND DOOR. LLC. 2. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS No.: FTL -2770. FTL -2587 AND ATL-0806.01 -02, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ON SHEETS 1, 6, AND 8 OF 11 RESPECTIVELY) 3. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE BLOCK CONSTRUCTION ONLY. 4. WINDOW MINIMUM HARDWARE REQUIREMENTS: A EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LANG, LOCATED 7 FROM TOP AND BOTTOM MW AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH SURFACE MOUNTED KEEPERS. LOCATED 18 1/2' FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL LOCATED 4 1/2" FROM EITHER LEFT OR RIGHT JAMB. 8. EACH FIXED VENT TO HAVE: - - ALUMINUM THREE PIECE BUTT HINGES 6 1/4" LONG, LOCATED 7' FROM TOP AND BOTTOM AND AT. MID -SPAN, WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCKS. WITH SURFACE MOUNTED KEEPERS, LOCA- TED 18" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCK, LOCATED AT MID -SPAN OF HEAD AND SILL WHERE CUSTODIAL LOCKS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) 5. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL AT EACH WEATHERSTRIPPING GROOVE. 6. GLAZING METHOD: EXTERIOR GLAZED WITH 0.450' (VENTS) AND 0.450" (FIXED UTES) GLASS BITE. USING SIUCONE AND AN ALUMINUM TUBE GLAZING BEAD WITH SIUCONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 7. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T6. NOTE: THE FIXED PANEL (0) IS EQUIPPED WITH BUTT HINGES AND CUSTODIAL LOCKS FOR CLEANING PURPOSES ONLY SHUTTERS REQUIREMENTS: NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. ' l \ / ANCHOR NOTES 1. TYPICAL ANCHOR TYPE FOR X, XX AND XOX CONFIGURATIONS SHALL BE: A. 1/4'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146.887 PSI AVEERAGE YIELD STRESS= 158,767 PSI ' B. 5/16'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS. WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150.142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500 /3000 PSI STRUCTURAL CONCRETE - 1 1/4' FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4' FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4' FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL IS 3' FOR 1/4'0 TAPCON, AND 3 3/4" FOR 5/16'0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUD UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION. DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING RFOUIRFMENTS• - HEAD AND SILL OF OPERATING VENTS FOR X. XX AND XOX CONFIGURATIONS, LOCATE ANCHORS AT 6' FROM ENDS AND 12 1/2' 0.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ANCHORS IN CLUSTER WITHIN 6' MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE. • • • • - HEAD AND SILL OF FIXED VENTS FOR XOX CONFIGURATIONS, L1 ATE ANCH&T.. j • • FROM ENDS AND 20 5/8" 0.C. MAXIMUM • • • - JAMBS OF OPERATING AND FIXED VENTS FOR X, XX AND 1(SX CONFIGURATIONS► • LOCATE ANCHORS 6' FROM ENDS AND 15 1/16" 0.C. MOAK • • • • • • • 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS. IF REQUIRED. TO MAINTAIN 3' MINIMUM SPACING 6!TWBE0•ADJACENT ANCHORS. \ / • • DRAWING INDEX • ••• SHEET 1. - GENERAL NOTES, ELEVATION (TEST FTL -2770) AND ANCIOR•NOTES • • • • • SHEET 2. - VERTICAL CROSS SECTIONS AND BILL OF MATERIALS (7/16' GLASS) SHEET 3. - HORIZONTAL CROSS SECTIONS (7/16" GLASS) SHEET 4. - LOAD /ANCHOR /HARDWARE TABLES (X & XX CONFIG. - • GI SS) SHEET 5. - LOAD /ANCHOR /CUPS /HARDWARE TABLES (XOX CONFIG. -7/16" GLASS) SHEET 6. - ELEVATION (TEST FTL- 2587), LOAD /ANCHOR /HARDWAR! TABLES ANCHOR (X CONFIG. -5/16" GLASS) SHEET 7. -CROSS SECTIONS AND BILL OF MATERIALS (X CONFIG. 2 5%16' P L SS) • • • : • • SHEET 8. - ELEVATION (ItsI ATL- 0806A1 -02. ANCHOR NOTES (X & XX CONFIG. - 1 /Z.GLASTi) SHEET 9. - LOAD /ANCHOR /HARDWARE TABLES (X & XX CONFIG. -1/2" GLASS) SHEET 10. -MULL ANCHOR CUPS DETAILS SHEET 11. -PARTS UST . cr071aiw(1111y 41luCMs Dia M .5 a.°o3 M o - Ilr tt un 1. UMIAK • •••• • • NBITI9 • z g C 0 5 z E. N 1- Z o w X N • 10 E �1 • 4/2•ig•• ▪ U A • • • N • • ION SHEET 1 OF 11 BILL OF MATERIALS (TEST FTL -2770) / (AR. 0806.01 -02) ITEM QTY. PART No. MATERIAL DESCRIPTION LOCATION 1 2 GW 37528 6063 -T6 ALUM. FRAME HEAD _ WINDOW FRAME 2 4 GW 37528 6063 -T6 ALUM. FRAME JAMB WINDOW FRAME 3 . 2 GW 37528 6063 -T6 ALUM. FRAME SILL WINDOW FRAME 4 3 GW 37526 6063 -T5 ALUM. VENT TOP WINDOW SASH 5 6 GW 37526 6063 -T5 ALUM. VENT STILE WINDOW SASH 6 3 GW 37526 6063 -15 ALUM. VENT BOTTOM WINDOW SASH 7 9 GW 37521 6063 -15 ALUM. VENT INTERIOR HINGE FRAME JAMB 8 9 GW 37522 6063 -15 ALUM. VENT EXTERIOR HINGE FRAME JAMB 9 1 TM -102 6063 -T6 ALUM. MEETING RAIL WINDOW FRAME 10 1 TM -82 6063 -16 ALUM. MULL ADJACENT JAMBS 11 3 - -- GLASS 7/16" SAF-GLAS LAMINATED (FTL -2770) SASH VENT 116 2 - -- GLASS 1/2" GLASSLAM LAMINATED (ATL- 0806.01 -02) SASH VENT , 1 .LII1:1 AS READ S500 SIUCONE "TREMGLAZE" 5500 GLASS PERIMETER AS REQ D 2230 WOOL FINSEAL #2230 WINDOW FRAME 5 28 -23 -01 -101 CAST ZINC "TRUTH' KEY OPERATED CUSTODIAL LOCK FIXED VENT 15 6 24 -11 -32 CAST ZINC "TRUTH" LOCK HANDLE . MEETING RAIL/JAMB MEETING RAIL/JAMB 17 4 30238 S. STEEL , 'TRUTH" KEEPER 18 3 23 -65 -32 CAST ZINC "TRUTH" SINGLE ARM (FACE - MOUNT) OPERATOR FRAME SILL 19 3 /CORNER - -- S. STEEL #10 x 1 1/4" P.H. SMS. FRAME /SASH CORNER 20 AS REQ'D - -- S. STEEL #10 x 3/8" P.H. SMS. , HINGES /CAM LATCH 21 2/EACH - -- S. STEEL S. STEEL #10 x 3/8" P.H. "TYPE B" SCREW #10 x 3/8' T.H. "TYPE C" SCREW KEEPER ROTO OPERATOR 22 2 /EACH - -- 23 AS READ -- - STEEL 1/4'0 OR TAPCON (SEE TABLES FOR QTY.) WINDOW FRAME 24 AS REQ'D - -- S. S1LtL 5/16'0 #14 x 1 1 2" P.H. SMS. FRAME MULLION 25 2 /EACH - -- S. STEEL #10 -24 'TYPE C" SCREW CUSTODIAL LOCK 26 8 /MULL - -- S. STEEL #14 x 1/2" F.H. SMS. MULL TOP & BOTTOM 27 1 /HINGE - -- STEEL 3/16 "0 x 5.8" LONG HINGE ROD HINGE ASSY. rirtrtr WINDOW VENT 28 AS REQ'D - -- ALUMINUM 1/2 x 1/2 x 1/16" TUBULAR GLASS STOP 29 20 SW 27713 ALUMINUM CORNER KEY o FRAME/VENT F090'FR9 30 12 - -- ALUMINUM 3 x 1 x 1/16' THK. CHEVRON 0 0 VENT CORNERS 31 8 - -- ALUMINUM ALUMINUM 6063 -T6 ALUM. 3 x 11/16 x 1/16" THK. CHEVRON "`-'" 3 x 1, 3/8 x .041" THK. CHEVRON ,,,,, 2 x 3 5/16 x 5 1/2 x 1 /8' THK. MULL CUP 'A', F1 ME CORNER" -' C0R ER,„ rj 32 8 - -- TM -096 33 2 MULL MULL TOP & BOTTOM 34 4 /MULL - -- 6063 -T5 ALUM. 2 x 1 1/2 x 4 x 1/8" THK. MULL CUP "AG o 0 0 TROLL TOP & BOT`3OM 36 2 /HINGE - -- ALUMINUM CAP RIVET HINGES / O • 4 0 t w - NOM. WIDTH O 2 1/2" EDGE -y{ DISTANCE FLAT SURFACE (TYP) INSTALLATION SCALE: HALF SIZE MIN. FOR FOR VERTICAL SECTION MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2' FOR XXO,XOX, OR OXX =1 3/4' TYP. INSTALLATION �\ INTO CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) 1X P.T. WOOD BUCK (SEE NOTE BELOW) TYP. EMBEDMENT: X OR XX =1 1/2" XXO,XOX, OR OXX =1 3/4" WOOD RUCK INSTAL I ATION NOTE; WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD o: Y NOM. WIDTH 1+- 2 1/2" EDGE 2 1/2' EDGE DISTANCE DISTANCE (W) (TYP) PRECAST SILL INSTALLATION VERTICAL SECTION SCALE: HALF SIZE 14 © 1/4" MAX. SHIM r (TYPICAL) r MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX, OR 0X( =1 3/4' NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS 3/16' ANNEALED GLASS .070" POLYCARBONATE BY S.I.G. 3/16" ANNEALED GLASS EXTERIOR 7/16" OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS, LLC CLASS BITE GLASS DETAIL SCALE: FULL SIZE 0 0 0000 0000 0 ualuavi. • 0 •0 00 OSr O 0 06 0 Y •O: aczortwolu e • 0 0 i=4Cm1�lR', De* +g " .N OM :.f) 0/400. 2 fZ40, FLORIDA No.35686, CIVIL 0 0 Z a 0 A 6 SHEET 2 OF 11 z 0 P' 0 00 a ° z . c, j' N < . u ,R (tin 1 v 1!4000011 N 0 C 000 u 0 0c000 FRAME HEIGH DESIGN PRESSURE RATING: SEE TABLES #5 AND #6 ON PAGE 9 OF 11 TEST REPORT No.: ATL 0806.01 -02 GLAZING: 1/2" GLASSLAM BY NEBULA GLASS - 3/16" ANNEALED GLASS - 0.060" POLYESTER - 0.010" PET - 0.060' POLYESTER - 3/16' ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF r • 3 'b" MAX. D.L \ O. 6' 20' 72' MAX. FRAME WIDTH 6" 6' 7 5/8" SERIES 515 CASEMENT WINDOW (TEST UNIT ELEVATION VIEWED FROM EXTERIOR) SCALE: 1/2" = 12" GENERAL NOTES 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG. LOCATED 7' FROM TOP AND BOTTOM AND AT MID-SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES #5 & #6 FOR QUANTITY) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 7 5/8" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES #5 & #6 FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL. LOCATED 4 1/2' FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW. WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE. 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0.375" (VENTS) GLASS BITE, USING SIUCONE AND AN ALUMINUM TUBE GLAZING BEAD, WITH SIUCONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 4. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T6. 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS ANCHOR NOTES INSTALLATION RFOUIREMENTS• 1. TYPICAL ANCHOR TYPE FOR X AND XX CONFIGURATIONS SHALL BE A. 1/4'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146,887 PSI AVEERAGE YIELD STRESS= 158,767 P51 B. 5/1613 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPCON ANCHORS, WRH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 P51 AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500/3000 PSI STRUCTURAL CONCRETE - 1 1/4' FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4" FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY • • • • 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCJ< IS 2.1/2" • • • • • • 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP•AND S0 M OF THF XX CONFIGURATION VERTICAL MEETING RAIL: FOR 1/4'0 TAPCON IS 3 "; �tMb 3 /4' FOR /16;0 • TAPCON. • • • 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, L6 1/4 ". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUD UNES LOCATED•ARKINI9 THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. • • • • • • MAXIMUM ANCHOR SPACING REQUIREMENTS* - HEAD AND SILL OF OPERATING VENTS FOR X AND XX CONFIGURATIONS, IOCRF! A NCHORS %" FROM ENDS AND 20' 0.C. MAXIMUM • • • • - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ALL•ANCHORS IN CI LISTER WITHIN 6' MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE. • • • • • • - JAMBS OF OPERATING AND FIXED VENTS FOR X AND XX CONFIGURATIONS i(dCtTT ANCHORS 6" FROM ENDS AND 14 15/16" 0.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FT )M FRAM ENDS, IF • • • • REQUIRES, TO MAINTAIN 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. • • • • •••• • • • =••1 .010" PET .060' POLYESTER 3/16' ANNEALED GLASS EXTERIOR 5 -500 SIUCONE .060' POLYESTER 3/16' ANNEALED GLASS .375' (LASS BITE 1/2" OVERALL LAMINATED (GLASSLAM SAFETY -PLUS) BY NEBULA GLASS INTERNATIONAL, INC. GLASS DETAIL SCALE: FULL SIZE •• • AppnM o tapp Florida Baling CO, DaOe_LNA of 2 N 'I Mani By .I. c- NAKJ.. ARGUS, P.E. 91 5' E ON 3324 242Thoi FLORIDA No.35686. CIVIL 8R FL 0 Z 1 5 0 • 5 .6 7tr e 1l • 306 490 • W s • Y1 9 L. of •• w• • Le N• • SHEET 5 OF 11 BILL OF MATERIALS (TEST FTL -2587) fTEM QTY. PART No. MATERIAL DESCRIPTION LOCATION 1 1 GW 37528 6063 —T6 ALUM. FRAME HEAD WINDOW FRAME 2 2 GW 37528 6063—T6 ALUM. FRAME JAMB WINDOW FRAME 3 1 GW 37528 6063 —T6 ALUM. FRAME SILL WINDOW FRAME 4 3 GW 37526 6063 —T5 ALUM. VENT TOP WINDOW SASH 5 6 GW 37526 6063 -T5 ALUM. VENT STILE WINDOW SASH 6 3 GW 37526 6063 —T5 ALUM. VENT BOTTOM WINDOW SASH 7 3 GW 37521 6063 —T5 ALUM. VENT INTERIOR HINGE FRAME JAMB 6 3 GW 37522 6063 —T5 ALUM. VENT EXTERIOR HINGE FRAME JAMB 11A 1 - - -- GLASS 5/16" SAF —GLAS LAMINATED SASH VENT 12 AS REQ:D S500 SILICONE 'TREMGLAZE" S500 GLASS PERIMETER 13 AS REO D 2230 WOOL FINSEAL #2230 WINDOW FRAME ^i�� 6 24 -11 -32 CAST ZINC 'TRUTH" LOCK HANDLE MEETING RAIL /JAMB 4 30238 S. STEEL "TRUTH" KEEPER MEETING RAIL /JAMB 3 23 -65 -32 CAST ZINC 'TRUTH' SINGLE ARM (FACE — MOUNT) OPERATOR FRAME SILL 19 4 /CORNER - -- S. STEEL #10 x 1 1/4" P.H. SMS. FRAME /SASH CORNER 20 AS REQ - -- S. STEEL #10 x 3/8" P.H. SMS. HINGES /CAM LATCH 21 2/EACH - -- S. STEEL #10 x 3/8" P.H. "TYPE B" SCREW KEEPER 22 2 /EACH - -- S. STEEL #10 x 3/8" T.H. 'TYPE C' SCREW ROTO OPERATOR 23 AS REVD - -- STEEL 1/4'0 TAPCON (SEE TABLES FOR QUANTITY) WINDOW FRAME 27 1 /HINGE STEEL 3/16 "0 x 5.8" LONG HINGE ROD HINGE ASSY. 28 AS REVD - -- ALUMINUM 1/2 x 1/2 x 1/16" TUBULAR GLASS STOP WINDOW VENTS 29 20 SW 27713 ALUMINUM CORNER KEY FRAME CORNERS 30 12 - -- ALUMINUM 3 x 1 x 1/16" THK. CHEVRON VENT CORNERS 31 8 - -- ALUMINUM 3 x 11/16 x 1/16" THK. CHEVRON FRAME CORNER 32 8 - -- ALUMINUM 3 x 1 3/8 x .041" THK. CHEVRON FRAME CORNER 36 2 /HINGE - -- ALUMINUM CAP RIVET HINGES 37 AS REM) - -- S. STEEL #8 x 3/4" FH. SS. SMS. (SEE GENERAL ANCHOR NOTE #3 ON SHEET 6 OF 11) TUBE GLAZING•BE�• • • O irw ® L . ® 1 id. O T 0 [Y_T ll i I i t 0 0 ,E_, —12- NOM. WIDTH 1- 2 1/2" EDGE DISTANCE (TYP) 0 VERTICAL SECTION 7 WOOD BUCK INSTAI I ATION NOTF; WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 1 1/2" MIN. EMBED. I (TYP) NT 1 1/2 MIN. EMBED. (1Y1') • TYP. INSTALLATION I N T O CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) 1111 ii5 � T „km .„.,,,,k. r Tfil,E9. 1 �---� f� i, I Sri O O ®m 4 m 0 ® ® ® � Tmm ©� . �s I ,— •r1� .:i \I�'� m l • 1 I g.id mytmeq DR CHZ C O ® ® rpm <;�; - - -Ji 1L_ W 1X P.T. WOOD BUCK (SEE NOTE BELOW) TYP. INSTALLATION 1 1/4" MIN. EMBED (TYP) INTO CONCRETE BLOCK 0 JAMB HINGE DETAIL 7 WINDOW FRAME WIDTH NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS 1 1/2" MIN. EMBED N TYP. INSTALLATION INTO CONCRETE O JAMS LOCK DETAIL 7 • • • • • •• • • • • •• • • • • • • • •••• • • • • • • •• • • • •• • • • • •• • • • •• • • D L ARGUS. P.E. .W. 9 TERRACE A110 . 33324 FLORIDA No.35686, CIVIL dirwz zo • 3822 8 DRAWING No. C51 5-LMI 8 1 INSTALLATION GLAZING: I/2' GLASSLAM 2.728' SILL HEIGHT, (ELC01/4 FASTENER CHART /HARDWARE (XX CONFIGURATION) SAFETY-PLUS ANNEALED LAMINATED,BASED ON TEST REPORT No.: AIL 0806.01 -02 WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 OR 5/16 - 0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) (USING 1/4'0 TAPCON) (USING 5/16'0 TAPCON) CONFIGURATION XX REQUIRED HARDWARE PER OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) BUTT HINGES (OTY.) LOCKS (QT(.) POSITIVE ( +) NEGATIVE ( -) MEETING RAIL HEAD /SILLL (QTY.) OTHER LL HEAD /SI (QTY.) EACH JAMB (QTY.) POSITIVE ( +) NEGATIVE ( -) MEETING HEAD /SILL RAIL (01Y.) OTHER HEAD /SILL (QTY.) EACH JAMB (QTY.) 22 37 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 23 37 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 24 37 50 5/8 3 3 62.0 -62.0 2 2 4 62.0 -62.0 2 2 4 25 37 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 26 37 12 3 3 62.0 -62.0 4 2 6 62.0 -62.0 2 2 6 - -- 48 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 . 2 2 2 - -- 48 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 " -62.0 2 2 3 - -- 48 50 5 8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 - -- 48 6 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 - -- 48 72 3 3 . 62.0 -62.0 4 2 6 62.0 -62.0 2 2 6 32 53 1/8 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 33 53 1 8 8 8 " 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 34 53 1 /8 �8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 35 53 1 8 6 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 36 53 1/8 72 3 3 62.0 -62.0 • 4 • 2 6 62.0 -62.0 2 2 6 - -- 60 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 - -- 60 38 3/8 2 2 62.0 -62.0 4 2 3 62.0 -62.0 2 2 3 - -- 60 50 /8 . 3 3 62.0 -62.0 4 " 2 4 62.0 -62.0 2 2 4 - -- 60 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 - -- 60 /4 3 3 62.0 -62.0 4 2 6 62.0 -61.1 2 2 6 - -- 74 26 2 1 62.0 -62.0 2 4 2 62.0 -62.0 2 4 2 - -- 74 38 s/8 2 2 62.0 -55.4 4 4 3 62.0 -55.4 2 4 3 - -- 74 50 5/8 3 3 62.0 -55.4 4 4 4 62.0 -55.4 2 4 4 - -- 74 63 3 3 62.0 -55.4 4 4 5 62.0 -55.4 2 4 5 - -- 72 72 3 3 62.0 -54.2 4 4 6 62.0 -50.9 2 4 6 INSTALLATION FASTENER CHART /HARDWARE (X CONFIGURATION) GLAZING: U2' GLASSUW SAFETY -PLUS ANNEALED LAMINATED,BASED ON TEST REPORT No.: ATL 0806.01 -02 2.728' SILL HE GHT, WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 (ELCO 1/4'0 OR 5/16'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS (1/4'0) REQUIRED ANCHORS (5/16'0) PRODUCT CODE FR. WIDTH (in) ' FR. HEIGHT (in) POSITIVE CO NEGATIVE ( -) HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) 12 19 1/8 26 62.0 -62.0 2 1 2 2 2 - 2 13 19 1 8 38 3/8 62.0 -62.0 2 2 2 3 2 3 14 19 1 8 50 5/8 62.0 -62.0 3 3 2 4 2 4 15 19 1 8 63 62.0 -62.0 3 3 2 5 2 5 16 19 1 8 72 62.0 -62.0 3 3 2 6 2 6 1 2 32 26 1 2 26 62.0 -62.0 2 1 2 2 2 2 1 2 33 26 1 2 38 3/8 62.0 -62.0 2 2 2 3 2 3 1 2 34 26 112 50 5/8 62.0 -62.0 3 3 2 4 2 4 1 2 35 26 1 63 62.0 -62.0 3 3 2 5 2 5 1/2 36 J /2 26 1 2 72 62.0 -62.0 3 3 2 6 2 6 - -- 32 26 62.0 -62.0 2 1 3 2 3 2 - -- 32 38 3/8 62.0 -62.0 2 2 3 3 3 3 - -- 32 50 5/8 62.0 -62.0 3 3 3 4 3 4 - -- 32 63 62.0 -62.0 3 3 3 5 3 5 - -- 32 72 62.0 -62.0 3 3 .3 6 3 6 22 37 26 62.0 -62.0 2 1 3 2 3 2 23 37 38 3/8 62.0 -61.3 2 2 3 3 3 3 33 37 50 5/8 62.0 -61.3 3 . 3 3 4 3 4 25 37 63 62.0 -61.3 3 3 3 5 3 5 26 37 72 62.0 -61.3 3 3 3 6 3 6 TABLE • 5: TABLE • 6: OTHER CONFIGURATIONS SEE TABLE 15) NO SHUTTERS REQUIRED FOR THESE IlkaA11:01001S NOTE: �� • • -SEE ANCHOR NOTES ON SHEET 8 OF fi• • • (StETABL g6) •••••• • • •• •• • • •• • • • • ••• • • • •• • • • • • • • •••• • • • • •••• • • • •• • •■•• • • • •• • Dee � Y�� I�OA• N4ao1 BALL4RD L ARGUS, P.E. 844 91 1 RACE P.•� N, 33324 FLORIDA No.35686, CIVIL 8 Z re 8 0 • • ••.•• • ag• - • z•- • 3 8•',x•4 w a W � • o • F• •• 6 •• ••• tn• • T. DRAWING No. C515 -LMI z SHEET 9 OF 5 i (INTERIOR SDE) 3/ —► 3/8' I -1 3/8• 7/8- I- 2 5/8" I I� 2 (EXTE RTOR SIDE) I 1/8" -I 4" MULLION ANCHOR CLIP 'TYPE AI' 9NMENNDED TO BE USED FOR PRECAST Si 4 INSTALLATIONS) �+— 3/8 1/2' 5/8" #14 X 1/2" FH. SS. SMS. (FOUR TOTAL) MULL 2 x 4 x 1/5 x 1 1/2' ALUMINUM ANGLE (KT TOP AND BOTTOM, TYPICAL) v n . 4 1/4'• TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE (FOUR TOTAL) INSTALLATION DETAIL ® (INTO CONC.) (BOTTOM IACAT ON SHOWN, AT TOP SIMILAR) #14 X 1(2' FH. SS. SMS. _ (FOUR TOTAL) ° . 4 .. 4. v 1/4 "0 TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE (FOUR TOTAL) INSTALLATION DETAIL ® (Ix THRU WOODBUCK) (BOTTOM LOCATION SHOWN; Al TOP SWILM) WOOD BUCK INSTAI I ANION NOTE WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 2 x 4 x 1/8 x 1 1/2" ALUMINUM ANGLE (AT TOP AND BOTTOM, TYPICAL) 1X P.T. WOOD BUCK (SEE NOTE BELOW) • • • • • • • • • ••• • _ISQhgL*TRIC WU/. • • •••• • S 1 5/16' 14 INTERIOR SIDE) 2 9/16' (EXTERIOR SIDE) 7/8" 5 1/2" MULLION ANCHOR CLIP 'TYPE A3' (INTENDED TO BE USED FOR FIAT SURFACE INSTALLATIONS) f 3 5/16" 7/8' 2 9/16" 1 13/16' 3/8' 1 1/8' 5/16 " -1 5/16'1 MULL ri m a14 x 1/2 FH. SS. SMS. I (FOUR TOTAL) . I n/�1 2 x 3 5/16' x 1/8 x 5 1/2" (H BOTTOM TYPICALSAT TOP AND l�: -... Be �a 11 4 14 6'0 TAPCON. 1 3/4" MIN. EMBED. CONCRETE AND 2 1/2 MIN. EDGE DISTANCE. (TWO TOTAL) INSTALLATION DETAIL ® (INTO CONC.) (BOTTOM LOCATION SHOWN. AT TOP SIMILAR) • MULL #14 x 1/2" FH. SS. SMS. I � / FOUR TOTAL) 2x35/16 "x 1/8x51/2" ALUMINUM CUP (AT TOP AND _BOTTOM, TYPICAL) A C /16 TAPCON, 1 3/4' MIN. EMBED. INTO CONCRETE AND 2 1/2" MIN. EDC �( DISTANCE. (TWO TOTAL)) I (THRU WOOD BUUECK) DETAIL e (T (BOTTOM LOCATION SHOWN. AT TOP SIMILAR) WOOD BUCK INSTALLATION NOTF• WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 1 X P.T. WOOD BUCK (SEE NOTE BELOW) fluids aft Ode Itt! Waal Waft :I I%) 1• �c ISOMETRIC VIEW 24=4.3 ARGUS, P.E. 91 -- CE ON 4 - 3324 FLORIDA No.35686, CARL 3 0 0 llf 0 8 0 CD • � ti= • a a g. • m z•- • • J 38 .3•• Jaw i• cg• v• • 1 w • v 6 • • 0 5 • C DRAWING Noy C515 —LM, ( SHEET 10 OF 11 I 1 n I . 2.000' 1 1.125" 125' ' �J • • • • • • •• • • • •••• • • •••• • • • • • • • •••• • • • • • • •••• • • • • • • - -� n n Alp ' .041' .220' 173" {�- 3.646" I 1 .634" �••� GW 37524 MEETING � � g. GW 37528 ITEM O FRAME HEAD / SILL O / JAMB N N D - 1.375" II .936" �•�- (TM -102) ITEMO RAIL 1 1 } � .125 �I . __1 L-_ •375' TM -82 ITEM 10 3" STRUCTURAL MULLION . A ITEM 3 x 1 3/8" CHEVRON _ r - ► T} I 1 —•• .125' .125" i / ��� ' - 1.0 qq,, %. 1.000' N CASEMENT 1 .739" GIN 37521 INTERIOR HINGE I L.- 1.689" GW VENT TO 3B5 ITEM OI 4 ,500" J 0 GVi 37522 CASEMENT EXTERIOR HINGE r .062" _1 ITEM 30 3 x 1" CHEVRON 1 f so 1 .062' 125' U -']F-J l . 688" . 062" ¢ tp 5 a r i -�•{ •-i Appawt!•NI / r do DIe B L S. P.E. 2 1 1 x 1 0 5 • REM 2® 1/2' TUBULAR x 1/2' x .062" THK. GLAZING STOP OW 27713 CORNER KEY iO� Maui s M D►v a � e 1 � • M BYI s1 / .Zh AMd � ITEM 31 3 x 11 16 CHEVRON " / DRAWING No C515 —LMI SHEET 11 OF 11 . ) + FLORIDA No.35686. CIVIL BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 338 Aluminum Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12- 05 -03, signed and sealed by Dr. Huniayoun Farooq, 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 Missile Impact Resistant 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 b .$ Gov ded to the user bythe manufacturer or its distributors and shall be available for inspection at the job bite at th; itg e4t cf the 3t 1ding Official. This NOA consists of this page 1 and evidence age dS;well as appr(Idt. dobwnent mentioned above. The submitted documentation was reviewed by'I%hatT. C1!d'nda, P.E.' M I A M IOADE • • • O • • • • • • NOA No 03- 0925.04 • • • • • • • . • • . • • • • • .. • • • •• • • • • • liration Date: January 08, 2009 • • • • • • • • . ;' ' • ' pproval Date: January 08, 2004 Page l ... • • • • 0 0. • • • • • • • • • • • • • . • • • • • • • • • .. .. • • • 00 • • 0410 • • • 000 • • 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 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12 -05- 03, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA /TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PA ,TAS 202 -94 3) Water Resistance Test, per PA / TAS 202 -94 4) Large Missile Impact Test, per PA / TAS 201 -94 5) Cyclic Wind Pressure Loading, per PA / TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL -2782 (FTL00114), per PA 201, 202, 203 -94, FTL -2784 (FTL00140), per PA 201 & 203 -94 and FTL -3803 (FTL03072), Per TAS 201, 202 and 203 -94 dated 11/06/01, 11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P. E. and Joseph Chan, P.E. 2. 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) Large Missile Impact Test, per PA 201 -94 5) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL #0806.02 -02, dated 09/24/02, signed and sealed by William R. Meitner, P.E. C. CALCULATIONS 1. Anchor, glass and structural analysis, prepared by Al Farooq Corporation, dated 09/12/03 and revised on December 11, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Glass Holding LLC for "SAF- GLAS", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI, dba Nebula Glass for " Glasslam Safety Plus ", expiring on.09 -09 -200 &. 3. Notice of Acceptance No. 99- 0302.04 issued to UCB Chemical Corp for "Uvekol ", expiring on.02 -08 -2004. F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated 09/18/03, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance statements, part of respective to It re G. OTHER •• • • • • • • • • 1. Test proposal by TM Windows daledliayil� apgrovedckted 5 /16/03 by BCCO •• ••• •• • • • •• 1Sk 1 • (.. Ishhq L Chanda, P.E. Product Control Examiner • • • • • • • • `NOA No 03 -0925.04 • • • • • • • • • • • • • • • • • • • 2xpiration Date: January 08, 2009 •• • • • • • • •• • • • • • • • • • • • • • • • . • • Approval Date: January 08, 2004 E -1 • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • . • • • • • • • • O SIUCONE TREMCO TREMGLAZE 5500 SIUCONE DOW CORNING 995 0 i Ao SIUCONE DOW CORNING 995 3/16' ANN. GLASS 060' POLYESTER SAFETY PWS .010' PET 060' POLYESTER SAFETY PLUS GLASS TYPE 'A' 'CLASSLAM SAFETY PLUS' BY NEBULA GLASS INTL INC. GLASS TYPE 'C' 'UVEKOL' BY UCB CHEMICAL CORP. 1/6" ANN. GLASS 3/16" HEAT STREN D GLASS .120 INTERLAYER UVEKOL -UQ. RESIN 3/16' X 1/2" GLAZING TAPE 3/16' HEAT STREN'D GLASS OB SIUCONE TREMCO TREMGLAZE 5500 O SIUCONE TREMCO TREMGLAZE 5500 110 X P.H. I SMS AT 22" 0.C. SIUCONE DOW CORNING 995 3/16' ANN. GLASS GLASS TYPE 'B' 'CLASSLAM SAFETY PLUS' BY NEBULA GLASS INTL INC. GLASS TYPE 'D' SAF -CLAS' BY SECURITY IMPACT GLASS HOLDING INC. GLAZING OPTIONS .060' POLYESTER .010' PET —.060" POLY 3/16' ANN. GLASS 0 3/16' X 1/2" GLAZING TAPE 3/16" HEAT STREN'D GLASS .015 ADHESIVE BY S.I.C. .070' POLYCARBONATE BY S.I.C. .015 ADHESIVE BY S.I.C. 3/16" HEAT STREN'O GLASS B OSIUCONE TREMCO TREMGLAZE S500 SIUCONE GE1200 M ENDS II 'I [ ...if II II ' I 11 11 I 11 11 I. _ - - -� 1 II _ I I n I I i i ii !' 'i i i 11 I II �� II I 1 1 _ -- 01 I II JI -- I 4, -- _Y__-_x =___T = _=11' _ - =n --- - - r � 1 II 1 I I I I i I 4 I 1 ! I 1 1 1 1 •1••• • D.L OPG. n 5 t • • • • • •• • FRO 6' MAX. 3/16' TEMP. GLASS .015 ADHESIVE BY S.I.G. .070' POLYCARBONATE BY S.I.G. .015 ADHESIVE BY S.I.C. 3/16' TEMP. GLASS INSTALLATION "poi! IN FASTENERS STAGGERED PAIRS © I I OW GLASS TYPE 'E' 'SAF-C1AS' BY SECURITY IMPACT CLASS HOLDING INC. we**, with Os Daft 8120014 NOA• IOW Dolt SC 1 1. U.A IAa< FALSE MUNi1NS SURFACE APPUED OPTIONAL WINDOW WIDTH TYPICAL ELEVATION 11 1/2' MAX. HEAD /SILL • • • • • • •••• • • •• •• SERIES 338 ALUMINUM FIXED WINDOW • DESIGN LOAD RATING FOR THESE WINDOWS TO r AS CHARTS SHOWN ON SHEET 2. • • • THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULUONS HOLDING CURRENT NOA THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AND TO BE RENEWED BY BLDG. OFFICIAL ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR 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: Env CR.. HUMAYOUN FAR000 STRUCTURES FLA PE 19157 C.AN. 76.56 )EC 1 1 2003 O 0 N o H N � n p 1J r = 8 O a«T 0 0 0 3 0„ 1 2 0 • •••• • gnitd •9 ••• • • • • •• 2 0 • • • • g • • _ ° • • • ••• ••• ••• • • • • N • Ili ••• • g g c$ n 'm • 3 ¶ 6 g• drawing no. W03 -52 sheet 1 of 4 DESIGN LOAD CAPACITY - PSI? DESIGN LOAD CAPACITY - PSF ; WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B ' GLASS TYPE 'C' CLASS TYPE ' D ' GLASS TYPE 'E' WINDOW DIMS. CLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE '9' GLASS TYPE 'E' In WIDTH LENGTH EXT. ( +) INT, ( -) EXT. ( +) INT. ( -) EXT, ( +) INT, ( -) EXT. ( + 7 INT. ( -> EXT. ( +7 INT. ( -) WIDTH LENGTH EXT. ( +) INT. ( -) EXT. N) INT. ( -) EXT. ( +) INT. ( -) EXT, (+2 INT. ( -) EXT. ( +) INT, 38' 42 48" 820 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 36 126• X x X X x X X X 75.0 75.0 90.0 90.0 ( -) ` / Z o z w u O° m ( aa� 5 O z a � c n U , ' , ." Q( Z O <g4. �� O y am o Nl 6W3 of l 1 - Si • • • • c5 • • • •— FAROOQ CORPORATION GINEERS, PLANNERS & PRODUCT DESIGN 35 SW 87 AVE WI, FLORIDA 33174 (305) 264 -8100 FM. (305) 262 -6978 COMP- ANL \W03. 54.8 54.6 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 42• X X XX XX X X X X % X X X X X 95.0 95.0 47.8 47.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 93.0 48" X X X x X X X x X% X X X X % X 95.0 95.0 47.8 47.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 54' XX XX XX XX XX XX XX XX 93.0 93.0 XX XX 57.9 57.9 75.0 75.0 90.0 90.0 95.0 95.0 38' 132 XX XX XX %X XX XX XX %X 95.0 95.0 X X X X 54.6 54.6 75.0 75.0 90.0 90.0 95.0 95.0 42' % X X % X X X % % X X 9 X % % X 95.0 95.0 X XX x% XX 75.0 73.0 90.0 90.0 95.0 95.0 48' XX XX XX XX XX %X XX 95.0 95.0 :1 + w n n 60' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 54' X x x x X % % % % X % % XX XX XX 95.0 95.0 52.3 52.3 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 38 42' 46' 136 XX XX XX XX XX XX XX XX 95.0 95.0 X X X X 57.9 57.9 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX X% x X X X 95.0 95.0 XX %% %X XX 75.0 75.0 80.0 80.0 95.0 95.0 X % XX XX XX Xx XX XX XX 95.0 95.0 %% XX Xx %% 72.0 72.0 72.0 72.0 95.0 95.0 36" 42 48• 144' XX XX XX %X x% XX XX XX 95.0 no XX XX XX XX 72.0 72.0 72.0 72.0 95.0 95.0 XX XX XX %X XX XX XX XX 95.0 95.0 XX XX XX X X 72.0 72.0 72.0 72.0 90.3 90.3 X% XX �XX X% %X %X XX XX 95.0 95.0 95.0 36' 11 42" 19, x Vs 72' 52.9 52.9 59.0 39.0 75.0 75.0 50.0 90.0 95.0 95.0 95.0 X % X X 56.0 56.0 73.0 75.0 90.0 90.0 95.0 93.0 • "3 LZi 7 XX XX % % XX 75.0 75.0 90.0 90.0 • • • • • X X X X X X X 75.0 75.0 95.0 95.0 DESIGN LOAD CAPACITY X PSF • • • % X % X X XX X % 72.0 72.0 80.0 72.0 80.0 72.0 95.0 90.3 95.0 90.3 WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' • • • • • • • • a P. • •i • n O O °: MT 0 CI W J • O > 4 Q V Z' • I • O N %4 • % X X X X X % % X X % X X % % X 821 82.1 WIDTH LENGTH EXT. (r) INT. (5) EXT. (r) INT. (X) EXT. ( +) INT. 00 EXT. ( +) INT, (5) EXT. ( +> INT. OPI • • • • • • • • • • • • • • • • • • • • • • • • • • • • I ' • • • • • • • 6 • • ' # g w z XX XX XX X X X XX XX XX 75.3 75.3 19 -1/8 28 -1/2' 37' 53 -1/9• 26' 820 62,0 59.0 59.0 75,0 75.0 90.0 90.0 95.0. 95.0 f g V :, 13 84' X X X X 58.9 58.9 56.9 75.0 75.0 90.0 90.0 95.0 95.0 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X x X X X X X X 75.0 75.0 90.0 90.0 85.0 95.0 62.0 62.0 39.0 59.0 73.0 75.0 90.0 90.0 95.0 95.0 X X X % X % X % 75.0 75.0 67.4 87.4 05.0 95.0 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 i 95.0 x % X % % % % X 75.0 75.0 77.7 77.7 95.0 95,0 19 - 1/8• 28 -1/2' 37' 53 -1/ 8 • 38 -3/8• 62.0 62.0 39.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX XX XX XX 929 929 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX XX XX XX 84.5 84.5 62.0 62.0 59.0 59.0 75.0 73.0 90.0 90.0 93.0 95.0 XX XX XX XX XX XX XX XX 77.4 77.4 50.8 59.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 n i n p8• X % %X %% X % 75.0 75.0 90.0 90.0 95.0 95.0 - 1/8' 26 -1/2 " 37' 53 -1 /8' SD -S/8• 62 62 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X % % % % % X X 75.0 73.0 90.0 90.0 95.0 95.0 62.0 ....0 820 59.0 59.0 75.0 75.0 90,0 90.0 95.0 95.0 • • • ••• Ir� Z 39_•-• • n QC� • • • • Z •� • • • • • • • • M• • • • • • 1_ 00 p t Xx XX XX X X 75.0 75.0 77.7 77.7 95.0 95.0 82 0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 1 • X X X % % % X X % X X % X X X % 95.0 95.0 45.3 45.3 59.0 59.0 75.0 75.0 85.3 55.3 95.0 95.0 % % % X % X X % X X X X % X X X 94.9 94.9 19-1/8" 26 -1/2' 37' 53 -1/5' 63' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X % X X X X X X % X X % X X 85.2 820 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX %X X% X% XX XX XX %% 79.0 882 79.0 57.6 57.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 c aii 5 0 ,o �---.. �" O g 8 gp5 S r I ,,,, 68' h Y Y M O O 102' % % % X % % X % 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX 75.0 73.0 81.3 61.3 95.0 93.0 % X % X % % X % 75.0 75A 90.0 90.0 95.0 95.0 19 1 /6• 26 -1/2• 37• 53 -I/8" 74 -1/4' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX % % XX XX XX XX XX 95.0 95.0 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 93.0 95.0 X% %% %% X% XX XX %X XX 95.0 95.0 X X X x 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX XX XX XX 89.3 89.3 XX XX XX XX 75.0 75.0 81.3 81.3 95.0 95.0 X X % X X X X X X % X % X X %% 81.2 81.2 _ App o q s:wising •AY A• 38' 42' 48' 54 6o• 66' X X X X X X X X 75.0 75.0 90.0 90.0 95.0 95.0 I _, 1 Fly19491iC4d9 X X X% X X X X 75.0 75.0 89.7 89.7 95.0 95.0 L %% DM 1/ WNW' 1 �A V1c K 8 XX XX XX XX XX XX XX XX 95.0 95A X X X % % X X X X X X X % x X X 95.0 95.0 o 2: OA 8 3 xX xx xX xx xx xx xx XX 95.0 95.0 i J XX XX XX XX XX %% XX XX 88.4 85.4 36 42' 48' 54' 60' 114• X X X X X X x X 75.0 75.0 90.0 90.0 95.0 95.0 WA WA XX X X XX % x X X XX XX X X X X XX % X XX x X XX %% XX 95.0 95.0 95.0 95.0 - i •1 p } v c b g X % X x x x X % % X X % X x % X 95.0 95.0 Env: OR..HUMAYOUN AR000 STRUCTURES FLA. PE p 10.557 CAN. 3536 XX XX XX XX XX XX XX XX 95.0 95.0 WIDTH DT AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. XX XX XX XX XX %X XX XX 91.3 91.3 .°i 1.1 120' XX XX XX XX 75.0 75.0 90.0 90.0 95.0 95.0 1 C j X X X X X X X X % X X X % X X X 95.0 95.0 X % % % X % XX XX X X XX X X 95.0 95.0 drawing no. W03-52 x x x x XX XX XX XX XX x% 95.0 95.0 05 00 XX XX XX XX XX x% 95.0 95.0 (sheet2of 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING T1 ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY_ WOOD BUCK WOOD BUCKS NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ElEV. FOR SPACING I /4' TAPCONS INTO WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 1114 ORII I Fl FX OR SFI F ORII I ING SCREWS (SAE GRADE 5 Fy KSI) INTO METAL STRUCTURES (1/8' MIN. THICKNESS) 414 SMS INTO APPROVED MUWONS (NO SHIM SPACE) SEALANT: FRAME CORNERS SEALED WITH SILICONE. DADE COUNTY APPR,D MUWON SEE SEPARATE NOA D.L. OPG. EXTERIOR WINDOW WIDTH 1/4' SHIM MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING ', ••• • • IN= j Enpr. OR. HUWYWN FAR000 STRUCRIRES FI 16657 CAN. X536 • • • • • •• • TYPICAL JIR2H SEE ELEV. FOR WRONG •••• ••• • • , • • • •• • • •••• • •••• •• • • • • • • • • • • • • •• • ••• • ••• • •• • • •• e=Rebel{Melba Dole NOM Mod We i 3 _c b li drawing no. W03 -52 (sheet 3 of 4 ) 1.) •• • •• •• ••• • •• ••• • ••• • ITEM PART 9 QUANTITY DESCRIPTION MATERIAL M ANP. /511PPLLER/BEMARKS 1 OW- 35277 -A 4 WINDOW FRAME 6063 -T8 - 7 C 2 1296 AS RE0 GLAZING STOP TUBE 6053 -T5 - 1 2A PW -338 AS REOD. GLAZING STOP TUBE 6063_75 - 3 BPA -1960 AS READ. GLAZING STOP EXTEAIOR ANGLE 6063 -T5 - Z. 4 BPA -1980 AS REGD. GLAZING STOP INTERIOR ANGLE 6063 -13 - 0 5 - AS REOD. GLAZING TAPE. FULL LENGTH - 3/18 X 1/2' E.. 6 010 K 1' - FRAME ASSEMBLY SCREWS - P.H. SUS 7 910 X 1 -1/4' - GLAZING STOP SCREWS - P.H. SUS 8 0500 - GLAZING COMPOUND SIUCONE TREMCO TREMGLAZE di a 0 8A 0E1200 - GLAZING COMPOUND SIUCONE GE I .062 L00�r' 0 .7L —1.656 �1 WINDOW FRAME .750 J__ .750 .125 3.375 .750 r .750 r �F- A62 TYP. () GLAZING STOP TUBE n GLAZING STOP TUBE .125 1.300 rr 1 .750 L () GLAZING STOP EXTERIOR ANGLE 1.500 I I I � 1 _ 1.500 --I (J GLAZING STOP INTERIOR ANGLE TYP. CORNER DETAIL Eng.: DR.' 11UMAYOUN FAR000 STRUCTURES RAC PE d 16557 CAN. U538 • U 11 ; 111 m o 1 - 7 8 R U 0. f C7 U z n O'Q 0 c1 : CV y 3 0 ^ I § A f 5 ' ‘- P. • ▪ c. ea S • cc y • e•• m • • 1 o lg ••• .. ¢ ••• • ' T N m I m • ••.• z „.... J o •••• • • • • e!1b3d1 • • w • •• ••• • • •• Ahewved as comYdd/wiLY Me nada O•. .A • g z 1 N 01 _ drawing no. W03 -52 (sheet 4 of 4 ) • • ••• • ••• • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 T.M. Window & Door Co. 601NW12Ave. 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "230 "Outswing Door with Sidelites LMI APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08/28/02, 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 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 si tharaqup stteCttte Zuiltling Official. • • • • • • • • ••• • "• The submitted documentation was reviewed by • P e9dole419311 h, j.$. • •' • • • • . • • • NOA No 02- 1016.09 • • • • • • • � aspiration Date: December 26, 2007 • • • • • • •• • • • •• • • • • • • • • • • • • • APPsoval Date: December 26, 2002 •• • ••• • • Page 1 GOO • • • • 41 • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • 6040 • • T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.E., dated 08- 28/02. 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 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3355, dated 01/29/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. 3. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Water Resistance Test, per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3053, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al- Farroq Corporation, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/02, expiring on 05/21/06. •• •• • • • • • •• • • • ••• • • ••• • • • • • 'Theodore Berman, Deputy Director Product Control Division • • • • • • NOA No 02- 1016.09 • • • • • • • • : E iaation Date: December 26, 2007 • • • • •• • • •• • • • • • •• • • • • proval Date: December 26, 2002 • • • E• -.1 • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E. STATEMENTS 1. Statements letter of conformance, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. 2. Statement letter of no financial interest, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. F. OTHER 1. Letter from Pistorino & Alam Consulting Engineers, Inc. .• ••• • • • • • •. • • • .• • • ••• • • • • • "Theodore Berman, Deputy Director Product Control Division • • • • • • • • NOA No 02- 1016.09 • • • • • • • • • • ` Xipiication Date: December 26, 2007 • • • • • • • • •• ; • • ' • • • Approval Date: December 26, 2002 • •• • P42 • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIDEUTE - DESIGN LOAD CAPACITY - PSF PANEL DIMENSIONS CLASS TYPE 'A' WIDTH HEIGHT EXT. (4) NT. ( -) 3' -0' 7' -0' 65.0 65.0 3' -1 5/8" 7' -0' 65.0 65.0 3' -0" 8' -0' 65.0 65.0 3' -1 5/8' 6' -0' 60.6 60.6 DOORS WITHOUT SIDEUTE - DESIGN LOAD CAPACITY - PSF NOMINAL DOOR DIMENSIONS CUSS TYPE '8' Is-- I DOORS WITHOUT SIDEUTE - DESIGN LOAD CAPACITY - PSF NOMINAL DOOR DIMENSIONS CUSS TYPE '8' GLASS TYPE 'C' GLASS TYPE 'D' CLASS TYPE IF GLASS TYPE 'C' GLASS TYPE 'D' X XX EXT. ( +) NT. ( -) EXT. ( +) INT. (-) EXT. ( +) NT. (-) EXT. ( +) INT. ( -) Da. ( +) INT. ( -) EXT. ( +) INT. ( -) 3' -1 7/16' X 6' -8" 6' -0" X 6' -8' 53.3 90.0 53.3 60.0 53.3 65.0 80.0 90.0 60.0 60.0 65.0 65.0 3' -1 7/16' X 7' -0' 6' -0' X 7 -0' 53.3 90.0 X X 53.3 65.0 80.0 90.0 1( X 65.0 65.0 3' -1 7/16' x 8'-0' 6' -0' x 8' -0' 53.3 90.0 0 X 53.3 65.0 80.0 90.0 x- x 65.0 65.0 DOORS WITH STANDARD SILL FOR DOORS WITH 18 ADD -ON SILL RISER OR FOR OPNGS. WHERE WATER INFILTRATION REQUIREMENTS - ARE NOT APPUCABLE. 'no 37 7/16' MAX. (x) 71 5/8' MAX. gi (XX) 75 3/4" MAX. / / (xo) (OX) 109 15/18' MAX. (XXO) (oxx) 114 1/16" MAX. (oxo) 146" MAX. 114 1/16" MAX. APPROVED CONFIGURATIONS (oxxo) DOORS WITH SIDEUTES SEE CHART ABOVE FOR SIDEUTE CAPACITY USE LOWER VALUE OF SIDEUTE OR DOOR 3/16' ANNEALED CLASS .090 SAFLEX 1110 KEEPSAFE MAXIMUM PVB INTERLAYER � 0.460" LAN. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDEUTE 3/16' ANNEALED GLASS SS SILICONE SILICONE TREMGLAZE 500 ;LAZE 500 c3/16" ANNEALED GLA TREMCO \ \ 1 I THEMCO 3/16" ANNEALED GLASS .060 SAFLEX 1110 PV8 INTERLAYER 3/16' ANNEALED GLASS SILICONE TREMGLAZE 500 OPTIO \ \ , 1 1 TREMCO 0.440 OVERALL LAM. GLASS GLASS TYPE 'C' Ingn DR. HUMATOUN fAR000 FLA. PEPS %115057 OCT 15 2002 3/16' ANNEALED GLASS .081 SAF -GLAS ` POLYCARBONATE LAMINATE 3/16' TEMP. GLASS 090•SAFL4 IIS PVB INgsLAym, 0.455' OVERALL LAM. GLASS GLASS TYPE 'B' r• • • 4/4F: ai GLASS .. • • • .. • yL$GYE TREMGLAZE 580 0 ••• • • • I phi 2 N ] • • • • • • • • 1 • ' • 0.460' OVERALL EA/X. GEASS GLASS TYPE 'D' AAlwsiassoseb •Frew • ibrlds Dor 2. El' 0 NOM A .]!itAL' •••• • •••• • •• • • •• • •.• • • Q J n zrs� cy 4 0 f] ti 3 O a iS 0 c • z • _ 84 ....., 31 • Z g • N go rE en • • 0 c • O drawing no. W02 -77 (sheet 6 0 W TYPICAL ANCHORS SEE ELEV. FOR SPACINC7 SEE ELEV. FOR SPACING / • 1BY WOOD BUCK TYPICAL ANCHORS �IY • TYPICAL ANCHORS SEE ELEV. FOR SPACING 0, X 3/8" X 3/8" WEEPS 1/2' FROM SILL ENDS IBY TYF:CAL AiCHCR`.: r '000 BUCK SEE ELEV. 'OR 3PACING TYPICAL ANCHORS a A 1/2" MIN. FLUSH BOLT PENETRATION #8 SMS AT 12" O.C. REOD. FOR DESIGN LOADS ABOVE 65.0 PSF REOD. FOR DESIGN LOADS ABOVE +53.3 PSF 3/8" X 3/8" WEEPS 1/2' FROM SILL ENDS WOOD BUCKS NOT BY TM WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • z +� TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING OPTIONAI HI -RISE SII I eucn,F_S DR ALUM. 1/8" MA1. THICK) STEEL Fy - 36 KSI M.N. ALUMINUM 6063 -T5 MIN. REOD. FOR DESIGN LOADS ABOVE +53.3 PSF SEALANTS: /14 SIAS OR 1/4" DIA. SELF ORIWNG SCREWS TYPICAL ANCHORS: SEE ELEV. FOR SPACING 114' DIA TAPCONS INTO W000 BUCKS OR WOOD STRUCTURES 1-3/4" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. •••• DIRECTLY INTO MASONRY OR CONC. • 1-1/4" MIN. EMBED INTO MASONRY 01i CONC. • • • • 3/18" SFI F DRII I ING SCRFWC I FY OR FOUN3 • • INTO METAL STRUCTURES • • (STEEL OR ALUMINUM 1/8" MIQ. `TellC!j • • • • STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -15 MIN. FRAME CORNERS AND GLAZING jo RANEL SEALG) • • I WITH WHITE COLORED SEALANT. • • • • SEAMS BETWEEN MULLION AND WABS 'PEALED WITH SILICONEA HINGES • • • • 7 - 5/8* LONG ALUM BUTT HINGES. AT 11• FROM EA qtr AND ONE AT MIDSPAN OF LEAF • • • • • LOCKS: • • • • STANDARD STEEL THROW BOLT LOCK, KEY OPERATES 9114 • EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 - 1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE ( FLUSH BOLTS AT TOP • BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) Engr. DR. KUMAYOUN FAR000 STRUCTURES FLA. PE / 1e557 •••• • • • •••• • • Appsvel asemplybswie Se 'P ''Pi lRelY�tClwMd ^o„ • 2 J q z 0 h cg R a 41 0 c r w n 8 o2< 4 0 to 0 2 r e � G4 w r U n . A A s n drawing no. W02 -77 (sheet 3 of 6 IN.. • LEAF WIDTH Eng' DR. HUMAYOUN FAROOO STRUCTURES FLA. PE / 16557 2007 0 v TYPICAL ANCHORS SEE ELEV. FOR SPACING 28Y WOOD BUCK 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM O J FRAME WIDTH : £OD. FOR ,3 DESIGN IOADS / ABOVE 65.0 PSF REOD. FOR DESIGN LOADS 65.0 PSF OR LESS EXTERIOR I FAF RFINFORCING FOR LOADS ABOVF 65.0 PSF REOD. FOR C' DESIGN LOADS ,65.0 PSF OR LESS BEM _ TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH FRAME WIDTH 1/4' MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • /14 X 1 -1/4 SMS AT 15 0.C. MAX. TYPICAL ANCHORS 2 PER CUP • • • • • •••• • • •••• •••• • • •• --T� � N = O drowing no. W02 -77 (sheet 4of 6 :• :• • •. • • • •• • •• • •• • FRAME HEAD TM -038 DOOR JAMB /SIDELITE FRAME GW 36572 1.157 (- b25 - 7 1 2 / .625 .06 3.000 FRAME SILL 0W -28615 r ,.574 .375 WEATHER -STRIP ADAPTER CW -31826 DECORATIVE MOULDING CW -36737 .415 1 r b00 .015 --I 1-.429 GLASS STOP GW -31955 r --- - - --. r- 3.000 -11. -.125 MULLION TM -054 ILA 87 3.500 DOOR TOP & BOTTOM RAIL TM 081 DOOR HINGE STILE GW -36935 I-- 4.000 --1 DOOR LEAF STILE GW 36048 3.790 1 .780 r - ^ 1.055 IC TFF I 1.55 I I { o ! L_�" i i I J-1 1--- 1.840 -1 125 ASTRAGAL REINFORCEMENT TM -075 L- 250 FLUSH BOLT GUIDE CW -27646 1 .125 g 3.501 L GW 37888 CENTER HINGE GW 37889 -6 OUTER HINGE HINGE PIN 3.681 112 -28 X 3/4' F.H. SMS 2.126 L ( 2.000 2.0 00 ( HINGE ASSEMBLY 0.310 HINGE CAP 0.572 .125 t0 ( .H. S MS 16 A 7.689 1 772 1772 j .300 J I � 1,0 00 =-' 2.895 1,600 HINGE REINFORCEMENT TM -052A ITEM / PART 4 N4\9TITY DESCKU'Th1 2 CW 28015 2A GW 37319 3 4 5 7 9 10 11 12 13 14 15 18 17 18 'M -038 GW 36048 CW 36572 GW 36935 TM -081 016 31826 CW 37889A GW 33868 CW 32222 01637006 GW37056 4037 OW 27848 - 1 /HINGE 19 20 - AS 0200. 21 22 SERIES 400 23 SERIES 600 24 25 28 27 28 29 30 31 33 34 1M -0526 TM -051A TM -054 35 CW 31956 36 37 GW 36737 2 4 2 /HINGE ASSY. 1/HINGE ASSY. 2 2/ LEAF 2/LEAF AS REOD. AS REOD. AS RE0'D. 2 /LEAF 2 /LEAF 2/HINCE ASSY. 38 AS 6E00. 2/HINGE ASSY. 2 4 2 /MULL OPTIONAL FRAME 6EA..1 FRAME SILL ALT. FRAME SILL FRAME JAMB . 6063 -T5 - PANEL LOCI( STILE 6083 -T5 PANEL HINGE STILE PANEL TOP /BOTTOM RAIL WEATHERSTRIP ADAPTER TM OUTER BUTT HINGE 7M CENTER BUTT HINGE DOOR LOCK INSERT 3/4 x 1 1/4 x 3/4 x 1/8 THK. CAP TM FLUSH BOLT ASSEMBLY HEAD REINFORCING 8AR. 12 LONG SILL REINFORCING BAR. 12 LONG - ULTRAFAB' CENTERF1N WDOLP1LE FLUSHBOLT WIDE 7/320 HINGE PIN 010 x 1/2 F.M. UNDERCUT SMS. 1/20 THREADED ROD, WASHER • NUT KYRKSET KNOBLOCK KWIKSET 064090LT HINGE BUSHING DUST PLUG (OPTIONAL) 010 x 1 P.H. SMS. (ASSY. SCREW) HINGE CAP SILL ADAPTER (1' X 1 X 1/16" TUBE) HINGE REINFORCEMENT ASTRAGAL REINFORCEMENT MULLION GLASS STOP 2 x 4'x 2 7/81 1 /8' CLIP 0.C. OECORAINE MOULDING MA:. 'SL'PF:..1P.: _ r_ 6C63 - 6063 -T5 - 6083 -75 6083 -75 6083 -15 6063 -16 6063 -16 6063 -15 ALUMINUM ALUMINUM 6063 -T5 6063 -15 WOOL 6063 -75 STEEL STEEL STEEL PLASTIC PLASTIC STEEL PLASTIC ALUM 6105 -T6 6063 -75 6063 -T5 6063 -75 ALUM. 6063 -75 END OF DOOR STILES (TOP/80170M) DOOR PANEL/FRAME HINGE SIDE DOOR PANEL/FRAME HINGE SIDE LOCK 5111E 3' 1ONG DOOR LOCK 511LES AT MID SPAN AT MID SPA/ LOCK STILES, JAMBS, HEAD. 511.1. LOCK STILES ENOS (TOP /BOTTOM) AT EA04 HINGE ASSEMBLY AT FLUSH BOLTS TOP /BOTTOM END RAILS ACTIVE LEAF • • • • ACTIVE LEAF . • ft lb HINGE ASSP,19L• 000R UE113 INS•N1. SCREW. : • Dow jf> e#46M6ERS/MULL T PS • HINGE 455�LI8LY ••• •• • • _ •••• • 92-1441491,19 • • DOOR LOCK STILES •_•__• • • • _• • • BET16ER6 DOOR/SIDE 11TE JA) SIDE I jTF gpviic PERIMETER • TOP•k B010MSF MULL DOOR PANEL PLTtiuETER • • • + .720 .600 .463 -{ !27 .730 F^ .600 1260 60 2.042 2.042 BED .463 509 .51LL REINFORCING BAR GW - 37056 1.157 I j - -{1 .625 - I 3.000 ALT. FRAME SILL CW -37319 2.500 Env: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 1 5 2002 • • • •••• • • • •• • •••• ggg •rrg•aMbli•llr • • DON NON NNW [l• *Yam 1 X•3 S c 0 0 A n b 0 •• •• • • • s 1 drowing no. W02 -77 (sheet 6 • • • • • • • •• •• • •• • M Binnings Pan American NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00- 0424.06, which was issued on June 15, 2000. It renews the approval of a structural clipped mullion system, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The PA -8 Aluminum Mullions (1 -1/8" x 3 ", 3 -1/2 ", 4" & 4 -1/2 ") — Non Impact Resistant and the PA -8 Aluminum Mullion (1 -1/8" x 4 ") — Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No PA2- DET.DXF, Sheets 1 through 6 of 6, titled "Mullion," prepared by manufacturer, dated 01/10/96, revised on 10/22/98, signed and sealed by William M. Myers., P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies only to a clipped mullion system used with aluminum windows with a current Notice of Acceptance, installed as shown in approved drawings. 4. INSTALLATION 4.1 The structural clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other docunle j qvirgd l.Zy the Building Official or the South Florida Building Code (SFBC) in orde>: to propeflye'taltlate the installation of this system. • • • • • • • ••• • •• • ••• ••• • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • ••• • • • • 2 • • • • • • . • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •. • • • •• •• • • • • • • • • • • PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 3000 N.W. 125 Street Miami ,FL 33167 Your application for Notice of Acceptance (NOA) of: PA -8 Aluminum Mullions, Impact & Non Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. 11' this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1214.03 EXPIRES: 02/01/2007 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 02/07/2002 • • • • • • • • • • • • • • • • • • • \\s045000 1 \pc2000\\templates\notice acceptance cover page.dot Internet mail address: postmaster@butlllin:gcodoor, it .co • • •• • •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • •• • • • • •• • • •• • • • ACCEPTANCE No.: 01- 1214.03 APPROVED: February 7, 2002 EXPIRES: February 1, 2007 Raul Rodriguez, Chief Product Control Division MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office , }Iomepage: http : / /www.buildingcodeonline.com • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Binnings Pan American ACCEPTANCE No.: 01- 1214.03 APPROVED: February 7, 2002 EXPIRES: February 1, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00 0424.06, which was issued on June 15, 2000. It renews the approval of a structural clipped mullion system, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The PA -8 Aluminum Mullions (1 -1/8" x 3 ", 3 -1/2 ", 4" & 4 -1/2 ") — Non Impact Resistant and the PA -8 Aluminum Mullion (1 -1/8" x 4 ") — Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No PA2- DET.DXF, Sheets 1 through 6 of 6, titled "Mullion," prepared by manufacturer, dated 01/10/96, revised on 10/22/98, signed and sealed by William M. Myers., P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies only to a clipped mullion system used with aluminum windows with a current Notice of Acceptance, installed as shown in approved drawings. 4. INSTALLATION 4.1 The structural clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other docunlept§ j q ir; d l;y the Building Official or the South Florida Building Code (SFBC) in ordeC to proPeflyesalpate the installation of this system. • .... ..... • •• •.•• •.• • . • • •• • • • • • • • .... • • .... •••• • • .. • • • • • • • • . • • • ... • .. . ... . . • ... • • • 2 .... ... .... • • • .. • • • • • • • • • • • • • • • • • .. .. ••• • • • ••• • • Raul Rodriguez, Chief Product Control Division Binnings Pan American NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. •• ••• • • • • • •• 9. This Notice of Acceptance consists et pa and this last page 3. • • • • • J f ACCEPTANCE • • • • •• • • • ..• • • • . • • • • • • • • • ••• ••• • • • • • • • • • .. • .. • • • • • • •. • ••• • • • • 3 •••• • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • ••• • • • • • • •.•. • • •.• • • ACCEPTANCE No.: 01- 1214.03 APPROVED: February 7, 2002 EXPIRES: February 1, 2007 Raul Rodriguez, Chief Product Control Division ,) ,) 00 0 0, 0 000 p. 1 25' O 1 0 • FA O 10/9.0 0 13 , ) , .10000 00000 3. 1 I.I1 5' 1.125' ,) .3,) ,) 0 .3 0,),',) 0 .) 1/ ') '3 ▪ q 1' X 3 I/2• MUWON .3 O 0 3.5tA' • 0 0 .) ) 0 0 n0, ) 1 1 x I/2' Iv yiliFSN' .3 . 0000.),) 0 f, 4 - p3G ; 0 0 0 O 0 .3 0 0 0 .3 0 Le - I' X 4' MUWON 4.500' I• X 4' MUWON MULLION DETAILS WI LOAD APPLICATIONS L COTS a1 2a MO SIC VI= S.o I. COPS IM ND SRC MIS 3 0 42125 TO 224, ARISCARORS VRAV General Notes: 1. Mullion system has been designed in accordance wth the 5wth Fonda 5a1drg cede. PRODUCT RENEWED Weld speed considered is 110 mph. importance factors 1.05. e+posue factor s'C and the mean roof height of the boding s equal to or ss than 60 feet. Acarr tt'1C.E N0. 01- t tM.o) 2. MW6ons installed .n Dade County must have a romans protective system, such as n0N D stoma panes. IE(` {T ttt���'�. I 1 , II 06 -t 1 3. N nus I alum extrusions shall be 6063 -T5 unless noted otherode. Fa-9.5 413 - 12.664 5. All steel loads on sheet ent to meet ASTM f, p Fa 22.04/3w29.3 t.V1 5. The de loads on sheet 2.1 apply is both positive and negative bads. ✓ 6. the design load, n etowd m me o nee chat .sauce c the de.iq, toads CONrROLD of the m wndods or st atttendant ndant corrprabve analysis . chart,. ts, ON 7. MJls must o,t be be metalled in [he a sbuctue wtn dps. n skean on sheet 3. BUILDINO00DIi COMPLIANCE OFFICE 8. Fastening spacing of the wndow products to the ,4l must ben per the product approval for the wndow. Fastening of the mulls neat use ether a 010, bolt Nnut or 010 aSelf- Tapp,ng SMS. The 21nmum length for the I I0 bolt 1 9116'. The rianunurn length for the 410 Self-Tapping 5M5 a 50. 9. The mull system s used for the folbwng Metro Dade products: a. 98 -0213.03 hod Window Specialty b. 98-0519.01 Fixed NAndow. 5peculty c. 96 -1 1 20.01 tlonaont8 9..@ng Window d. 98-0523.02 Awing Window e. 98- 0623.01 Awra g Window F. 97-1027.09 Single 11 g Window g. 95- 0715.05 Impact a Aron -Impact 5mgle Nag Window h. 95 -0212.01 Impact a Non -Impact Itarvonbl Rol Window FLA. 18755 STRUCTURAL Date .95 1/10/95 10/2290 III 1.60TALLATION P9-1.0 3' MULL 3 I/2' MULL 4' MULL 4 1/2' MULL RI NNINGS AMERICAN I MULLION I ALL GENERAL R081. t. i- SMEh WM. M. MEYERS, P.E. Consulting Engineers 9301 N.E. 8th Ave. C -300 Miami Shores, FL 33138 (305) 758-3117 557-4006 Fax 362.6287 FA2- 086.09 10122/90 PA, Sri FR ME • • • • • • • •••• II II ▪ • • • • • , • • • •• • •••• • • • • • • • • • •• • • • H•PRA•E PA -16 /10 1 8 4i • • • ••• • 11'1/CAL INSTALLATI .VgFPW TYPICAL INSTALLATIO 5H SILL TO FPW HEAD TYPICAL INSTALLATION 3H TO SIT • • 010 • 0.6255M5 4• FROM !ND 15' O.C. MAX P.n. OR P.H. 5M5 P A f SILL I .00. 3500 1AULUON Sn0AN INST.A OF I . 4.000 SAME. M OFRAME HEAD .000 • 3.500 MUWON SHOWN INSTALLATION OF 1 . 4.000 SAME. FPW FRAME JAMB �I%ED PICTURE JAM PA-6 AA -0-0 • .1 L �• TYPICAL INSTALLATION 45 TO FPW PRAM! JAMB PAO oter 1 10 0.6255M5 4• FROM END ler 0.G. MAX F.H. OR P.n. 5M5 ANN FRAME SILL PA- TWICAL INSTALLATION ANN SILL TO PRY WAD TWICAL INSTALLATION AWN TO ANN `... i TYPICAL INSTALLATION PPW TO»� INSTILL1AMI9OP E. FFW PRAMS ITEM, PAL TWICAL INSTALLATION 55 SAL TOPPW WAD ANN PRAMS HEAD PA -3 1 v 3.500 MULLION 5501161 INSTAWTION OP 1 • 4.000 3444! FU® PICTUR! JAMB PA-5 • 10 • 0.625 5M5 4 FROM END 18 O.C. MAX P.n. OR P.H. SM5 145 PRAM! SILL PA -15 TYPICAL INSTALLATION PPW SRLL TO ANN HEAD FtWrAtli I5IAALLATIOIIO 1.40 00 90 S FPW FRAME HEAD PAL • 40 . 0.025 5M5 4' FROM END 10 O.C. MAX F.n. OR P.n. 5M5 TYPICAL INSTALLATICN E W TO EW TYPICAL INSTALLATION AN TOPPW P SILL 1.000 • 3.000 MULUON SHOWN INSTALLATION OF 1 • 4.000 SAME 0 PJ5 TWICAL INSTALLA5ON FEW SILL TO H9 HEAD 1/1 10122/98 1.000 • 3 .500 MULLION SHOWN INSTAWITId! OF I • 4.0005M1E. -3 04RaliAMS 1.000 • 9500 MULLION SHOWN INSTALLATION Or 1 • 4.000 SAME. P FW FRAME JAMB PA-16 PRODUCT RENEWED AOcEYTANCENo. e► ^2►y.oAS Eh7IRATTON DA Lr71v BY ODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICF V11CAL INSTALATON HSTO IF 10 . 0.625 SM5 4' FROM END I PP D.C. MAX F.5. OR P.H. 5M5 P 51U. I.000 3.500 MUWON SHOWN RA INSTALLATION OF I • 4.000 SAME. H5 PA-16 M l NM III INSTALLATION FrP8 Rkfd HS PRM!! Loo R081. E. FISHE i WM. M. MEYERS, P.E Consulting Engineers 9301 N.E. 8th Ave. C -306 Miami Shores, FL 33138 (305) 758-3117 557.4006 Fax 362.6282 BINNINGS AMERICAN rlr 45 AN( CAN .Kxn L,.M,.L NOOKTF War. Ca..N1 1 MULLION TWIUL INSTALLATION IPW SILL TO SH WAD A LL a PA IR4MIE11EAD lbTAl1A Yw1 OR75 1.000. 3.500 MULLION S1OAN INSTALLATION OF 1 • 4.000 5M allr.ME JAMB • 40 • 0.6255M5 4' FROM ENO 1 C O.C. MAX F.11. OR P.n. 5M5 RCS/ PICTURE JAMB F 543. I .000 • 3.500 MUWON SHOWN I NSTAWTIONOP 1.4.000 SAML FLA. 187 STRUCTURAL Date: iy/"/s/ 1- 1 90F6 TYPICAL INSTALLATION DETAILS PA 2. I 1 PA2- 05T.035 1 10/25910 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT '3/ Date.. , 19 Owner's Name and Address .... ? �.Y �E11 U.S No. 615 C — 61 . / - • f Registered Architect and /or Engineer ... -.) T/._ 6. 61(/ ( Name and address of licensed contractor C) _ Q_lLs- ____._ yl _ 1 _. L- t . _.. rie)DL2i'`-Z a New Building Remodeling To be constructed of Kiriyl of foundation °Y Estimated Total cost of improvements $_ _l____,? _��e Zone cubage required Distance to next nearest building aTid as o pli ith e in the work to be performed or notices as are required by permit, as are licensed by M Remarks uilding Inspector MIAMI SHORES VILLAGE Location 7d egal description of lot to be built on: �/ Lot Block Y / _ Subdivisiio / n. _ eYM -' A4 S �1 .___._..._1i!_.. 1 7 S Street and Number where work is to be done . S !`r `C'1 •_ -. State work to be done and purpose of building (by floors) LkS -r-23- lLVIIS__.._ tt) and for no other purpose. Addition Repairs No. of Stories ooi Amount of Permit q � {7 .Plan Cubage / p t N3 �1� }" v bog • Size of Building Lot 6 5•r aid building. All notices with reference to the building and its construction may oes hereby certify that he understands and accepts his obligations as an employer t, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, r isi ns o , an equire• similar compliance from all contractors or sub- contractors employed by him under this permit; and will post or'cause to be posted for inspe n on the site of the work such public notice the Act. The undersigned agrees to employ only such subco agtors, on work to be performed under this iami Shores Village. (Signed) Notary Public, S ate of Florida My Commission Expires • STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Lo' /S 6 X-/A6 _ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the C4P i -fir: 7772 of the above described construction, that he has carefully read the foregoing application, and that he did sign the same ,axed that all facts therein by him stated ated are true. Q e Permit No w ytv Date l 1 Read, Sworn to and Subscribed before me. 0 Disapproved Date ( Signed) 4.. �111f PLANNING BOARD DATE Chairman Member Member Member Member .. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.