Loading...
WS-14-1882Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number. INSP-218676 Scheduled Inspection Date: December 03, 2014 Inspector: Rodriguez, Jorge Owner: AVERY, ROBIN Job Address: 10618 NE 10 Place Miami Shores, FL 33138 - Project: Contractor: <NONE> J&G CARPENTRY INC Building Department Comments CHANGE OUT 1 DOOR Permit Number: WS -8-14-1882 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1122320280830 Phone: (561)333-5042 Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 02, 2014 For Inspections please call: (305)762-4949 Page 5 of 28 .,N l__ eta Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type BUILDING FBC 20/0 Permit No. Master Permit No. ROOFING JOB ADDRESS: r „ L r I w �- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: / a,13 Q - 10 R _V) Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ► \� ,i �'� FT LQ `f Phone#: _SCsS_> ? Address: (6) & / g- &" 6;�- / o City: M t A-14, 9 An re -S State: j �► Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �� cr, o_-21CLO Phone#. Address: City: WC&`S'G w C.:tX vv,� Qualifier Name:,_)39:1_11 State Certification or Registration #: Contact Phone#: Email Address: t- zip: t�3 Lt 1 Phone#•�-- of Competency #- DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1q/(0--57 Squarell inear Footage of Work: Type of Work: OAddition OAlteration n ONew aRepair/Replace Description of Work: Color thru tile: Submittal Fee $ .`�� °-� Permit Fee $ I l (D CCF $' Z-® CO/CC $ Scanning Fee $ Radon Fee $ 00 DBPR $ 2. 0Q) Bond $--9_. Notary $ ® Training/Education Fee $Q - %=t � Tecbnology Fee $ ° Double Fee $ Structural Review $ �_. TOTAL FEE NOW DUE $-1 (0 ° 2-0 4V Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a r pe fee will be charged ! Owner or Agent The forego'ng i372t ent w ackn w ged befLmes,& l day of � � , by.: who is verso ly known to me.or.wbo.has produ �l� L As identification and who did take an oath. NOTARY PUBLIC: Sign:�1 Print: My Commission Expires: APPROVED BY W #r Wil ew=APR22,2818 Signature_ Il Contractor The foregoing instrument was acknowledged before me thi%2ja day of AJ Q 20%, by 04)wr who is personally known to me os who has produced as identification and who did take an oath. ►-( Plans Examiner Structural Review (Revised 3/122012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: my _}} UNG cb4rrmlol' SSION # EE188835 h EXPIRES April 12,206 Zoning Clerk ED FT AUG 7 2014 REPLACE DOOR IN 1 t NEW DOOR TO BE IMP HURRICANE SHUTTER: REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO-DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. m Q OPENING Lj k LL u- I DESIGN OPENING SQ. I WIND PRESSURES T L PRESSURES I (n NO. WIDTH. HGT. FTG. L 1 u POS. NEG. (N.O.A. #) m 6.0 v 20.00 Cf 44.7 1 -48.6 12-0208.14 L t FRONT ENTRY - LSMI L, 0000•• LI Ll pkp • • • • • 0000 • •• .0000 • • SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES 9';96; "60 : REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO-DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. OPENING PRODUCT DESIGN OPENING SQ. I WIND PRESSURES APPROVAL PRESSURES I COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 6.0 1 1 36 80 20.00 4 44.7 1 -48.6 12-0208.14 1 58.0 1 -80.0 FRONT ENTRY - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO-DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. AVERY RESIDENCE 10618 N.E. 10TH PLACE DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA • • 0000 000000 00 0 ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTOCONCRETE, • • 9 6.0 WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. "';" 99 9 0609•4 0000•• 0000•• 0 • 0 • • • • • 0000 • •• .0000 • • SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES 9';96; "60 : "'96 DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES 66 66 66 • •0••0•0 0 MEAN ROOF HEIGHT= 11 FT 5 IN ' ' 000000 666"6 0 0 0 • • • 0 000000 00 0 0000 0 • AVERY RESIDENCE 10618 N.E. 10TH PLACE DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES(PSFj-ZONE4 RoofTribute DESIGN PRESSURES (PSF) - ZONE 5 Area Ft Height 10 15 20 25 30 MEAN -49.1 -47.9 -47.1 -46.4 EAVE HEIGHT ROOF I 1 0- loft +45.3 +44.1 1 +43.3 +42.6 1 25 1 30 1 35 1 -50.0 -48.7 -47.9 -47.2 46.7 4 -4 1 lift +46.1 +44.8 0 +43.3 +42.8 .5 41.fi 0-10ft -50.7 -49.5 48.6 7.9 47.4 8 12 ft .8 +45. +44.7 .0 +43.4 +42.9 +42.5 1.9 -56.2 -51.4 -50.2 -53.4 -48.6 -48.0 lift ft +47.4 +46.2 +45.3 +44.6 +44.0 52.1 -50.8 49.9 49.2 48.7 48 14 ft +48.0 +46.8 +45.9 +45.2 +44.6 . +44.1 +43.7 +43.3 +43.0 -60.1 -52.7 -51.4 -50.5 -49.8 -49.3 48.8 -48.3 -48.0 -47.6 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 16 ft +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 -54.9 -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49A -49.0 -48.7 17 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -64.3 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 18 ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45,7 1 +45.3 1 +44.9 19 ft -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 1 +46.8 +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 +43.0 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 20 ft -56.3 -55.6 -54.9 15 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 22 ft -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 +44.2 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -60.0 -57.2 -55.8 -54,8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 24ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 +44.0 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 26 ft +53.5 +52.1 +51.1 +50.3 +49.7 -58.8 -57.3 -56.3 -55.5 -54.9 - 1 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 4 . -59.5 -58.0 -57.0 -56.2 -55.6 -62.7 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 + +50.2 -60.5 -59.0 -58.0 -57.2 -56.5 -5 . 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9.9 -61.4 -59.9 -58.8 -58.0 -57.4 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 6.1 -62.5 -61.0 -59.9 -59.1 -58.4 -57 40 ft 7.7 +51.1 +49.8 +48.8 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -65.0 -63A -6234 •614 060.E i•60.1 -59.61 -99.1 996.7 soft +59.9 +58.3 +5'792 +56.4 +551 ;55. 4. + +53.7 +46.9 -66.1 -64.5 -63.34 j62.5 061.= r 1.t J.61 •4O.1 •59.7 55ft +60.9 +59.3 +5 +57g3 *56.6 Z%l AS.Z5. s4.6 -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 60 ft +61.9 +60.2 +59.11+58.2 +50.4 +57.4 +56.8 +56.3 +55.8 +55.4 1 EXTERIOR ZONE 5 PRESSURES Mean 61 V O DESIGN PRESSURES (PSF) - ZONE 5 INTT ISSUED • OBSS1 IWSEO 03/05/12 HEIGHT Roof m 1 MEAN JUS H�IG S S 04/09/12 Trlbutary Area Ft EAVE HEIGHT ROOF I 1 HEIGHT ight 10 1 15 20 1 25 1 30 1 35 1 40 45 1 50 WALL ZONE FIGURES _60'7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 0-10ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 '61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 lift +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 -62'6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +47.4 +46.2 +45.3 +44.6 1 +44.0 +43.6 +43,1 +42.8 +42.5 -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 14 ft +48.0 1 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 1 +43.5 -65.8 -63.2 -61.4 -60.0 -58.8 -56.2 -55.5 16 ft +,49.2 +47.9 +46.9 +44: . ti +44.0 66.5 -63.9 -62.0 - 6 ° .8 -56.1 17 ft +49.7 +48.4 +47.4 + .8 +44.5 -67.2 -64.5 -62.7 5 .0 1 7.4 -56.7 18 ft +50.2 +48.9 +47.9 0� -6r* 1 +44.9 -57.2 -67'8 -65.1 -63.3 19 ft +50.6 +49.3 +48.4 +47.6 +47. 6.1 +45.7 +45.3 20 ft -68.4 -65.7 -63.8jW( 7.7 +51.1 +49.8 +48.8 .1 .55.8 '69.6 -66.8 -64.9 -63 -58.7 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 24ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 1 +47.9 -72.5 -69.7 -67.7 -66,1 -64.8 -63.7 -62.8 -62.0 -61.2 28ft +54.2 1 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 -74'6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 1 +51.5 +51.1 +50.7 -77.2 -74.2 -72.0 1 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 soft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -6&8 55ft +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 t+60.9 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 60 ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WIND VELOCITY = 175 MPH I MRH:5 60' EXPOSURE 'D' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN IN'TR ---0 5 FOR TABLE USE: 1. TABLES ARE INTENDED TO B QRST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CU, T THESE TABLES. 2. TABLES VALID O Ll� f k , _. ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F T3. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA_ INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI D 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP ING IN QUESTION (HEIGHT' WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD FSP GT F ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- '`` I ,� � RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROl I3 (O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH SH D, GEST PUBLISHED VALUE, 7. 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. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. 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. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY° PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. 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) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. 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. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N t NO VERIFIED BY THE GOVERNING BUILDING DEPARTM _ CSE , RANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE a-, S. THIS SPECIFICA I R ANY PRODUCT APPROVED CERTIFICATION. REE(, _s M1TI ED TEST CRITERIA AND OTHER APPROVALS FOR DE £a I i MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST iIj i i , CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL RM ORDINANCES. 7. NO CERTIFICATIO ��" -- OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P IN, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF 61 V O WHICHEVER IS SMALL INTT ISSUED • OBSS1 IWSEO 03/05/12 HEIGHT 0 m 1 MEAN JUS H�IG S S 04/09/12 ROOF I_a a EAVE HEIGHT ROOF I 1 HEIGHT �Z U Q 5 ® 5 ,� ® ® a o a 55 Q5 WALL ZONE FIGURES to © ISO THIS MCCUMENSIS 1bIV lOPTiRTY OF FRANK L BENNARDO, RE AND BNAIIlPIOT BL REPR49DUCED IM WHOLE OR PART Z TI UT S.AD SO FYG} NG' OENN��E �T MAW TW THI ARE PERMITTED AND m IMJAI 81ATF ni iR CFRTmrA nON_ WIND VELOCITY = 175 MPH I MRH:5 60' EXPOSURE 'D' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN IN'TR ---0 5 FOR TABLE USE: 1. TABLES ARE INTENDED TO B QRST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CU, T THESE TABLES. 2. TABLES VALID O Ll� f k , _. ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F T3. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA_ INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI D 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP ING IN QUESTION (HEIGHT' WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD FSP GT F ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- '`` I ,� � RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROl I3 (O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH SH D, GEST PUBLISHED VALUE, 7. 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. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. 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. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY° PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. 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) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. 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. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N t NO VERIFIED BY THE GOVERNING BUILDING DEPARTM _ CSE , RANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE a-, S. THIS SPECIFICA I R ANY PRODUCT APPROVED CERTIFICATION. REE(, _s M1TI ED TEST CRITERIA AND OTHER APPROVALS FOR DE £a I i MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST iIj i i , CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL RM ORDINANCES. 7. NO CERTIFICATIO ��" -- OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P IN, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF 0401511111, PEAK ROOF WHICHEVER IS SMALL QF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF I_a a EAVE HEIGHT ROOF I 1 HEIGHT Q 5 ® 5 ,� ® ® a o a 55 Q5 WALL ZONE FIGURES �, f ISO 2010 FLORIDA BUILDING CODE ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 v(7 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354-0443 WWW.ENGEXP.COM CERT OF AUTH 118888 MIAMI•DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33 175-2474 BOARD AND CODE ADMINISTRATION DIVISION T ( 786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.gov.(pera/ T, M. Windows, LLC. 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 and accepted by Miami -Dade County PERA -Product Control Section 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 Section (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 perforce 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or'material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series -249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I,)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type and/ or threshold type (Exterior (+) water limit) 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP rating of Doors or Sidelites shall control when combined together, 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass typo and/ or threshold type, limited to single door application only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami,-Qade County Product Control Approved", 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 �hmagein the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an erldo Orient of aap produet,• • • • for sales, advertising or any other purposes shall automatically terminate this NOA. Failur8to cbmpiy.�'#?any •. section of this NOA shall be cause for termination and removal of NOA. ego: '' •" 00.0 •• ••'`• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, FjQuWa, and.follgwed bgMee: expiration date may be displayed in advertising literature. If any portion of the NOA iso displayed; th®ti it shah -ba. • done in its entirety. • • • • • • • • • 66:00 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer - or its distribufors aria • •: • shall be available for inspection at the job site at the request of the Building Official. �.�; • This NOA revises NOA # 11-0218.05 and consists of this page 1 and evidence pages E -C as well as $1SPPd,Al . document mentioned above. .. . .... The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • NOA No 12-0208.14 MAMMA DEeauExpiration Date: April 21, 2016 r � ApprovalDate: Ray—VT, �2.t, Page 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0218.05) 2. Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL--Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 11-0218.05) 1. Test reports on: 1) Air Infiltration Test, per FBG, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FSC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F=1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural. analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01A 1, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11-0218.05) 2. Glazing complies w/ ASTMS -1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass interlayer 0", expiring on 01/14/17. 2-. Notice of Acceptance No. I1-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by AI-Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmad, P.E. 0000 2. Statement letter of conformance FBC 2007 and letter of no finangial j%erest, prepared by • • • • Al-Farooq Corporation, 02/17/11, signed and sealed by Javad Ahni&d; .. P.E. (gf bs ii�tted '. ... ...... under file # 11-0218.05) ....• 3. Lab compliance as part of the above referenced test report. • • • • • • G. OTHER • • • • • • 00 ...... ... . ..... 1. This NOA revises NOA # 11-0218.05, expiring on April 21, 2X*( 1,. ••; 000090 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revisioa4ated Oct 46, 2010 approved by BCCO. ellrl!1 •L � 0000:• �. • �....� .I.91� I. Chan".P.E. Product Control LUminer NOA No 12-0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 E-1 HEAD/SILL ANCHORS U AT STILE ENDS 41 7/8" (6) AT 3" O.C. BO" I FRAME MOTH 6' SURFACE APPLI HEAD/SILL rCA 15' VAX. rLW, HEAD/SIL- FALSE MUNTFNIS CORNERS HEAD/SILL i CORNERS MAY BE USED 8� HINGE OPT S SEE SHEET a Q 6Q0 H C �• z Jz QUIV€k� a N g m W N5-'\N Q 23 0 Q LOGK S E SHE 5 ---�'[ON 0 " 0" m m Z O A SAO. DIMS. —�. D.L.O. HEIGHT (DOOR & SIDELITE) FRAME HEIGHT — 14.875" - D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME W;DTH — 11.875' D.L.O. V.-DTH (XX DOORS) _ (FRAME WIDTH — 20")/2 �. m �• 29 7/8" m D.L. OPQ D.L. OPG. D.L. OPG. 38 5/8' a $ 38 5/8" a LEAF WIDTH LEAF WIDTH 38 5/8° LEAF MOTH c $ Q SERIES-240 ALUMINUM FRENCH DOOR W/ SIDELITES TYPICAL ELEVATION TYPICAL ELEVATION ruooutr �" 0. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS { X ) { XX ) phispwkhtlxFlcNzta � c WITH OR WITHOUT SIDELITES. Mos SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SINGLE LEAF DOOR DUAL LEAF DOOR O I SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. DMe n DOOR OPTIONS � THIS PRODUCT HAS ,ac��"v� ASI�IJlI AfVa T C P W Ft THE REQUIREMENTS OF THE4FLOPoDA SU DIt�TG• �INJUD;G�IGI VELOCITY a m HURRICANE ZONE (HVHZ)• • • • • • • • • • • O 18Y OR 2BY WOOD BU a j1 •DIST It.ACH:REQ P%Og'.ALY o TO TRANSFER LOADS TPHE STRR�CTU *EV:T o DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. C " ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS L SHUTTERS ARE NOT REQUIRED. F pE 02 c EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. � CA.N. ' ANCHORING OR LOADING C"111IONS NOT SROWfI�IlTHESE OCTAILS ME �`•�,� �� � � NOT PART Of iHIS0A00OYAL� •• : \�. v A LOAD DURATION WCRCASE 49 USF IN OESIGI. OF ANCHOR% INTO•WO✓iD ONLY. drowing cc. � MATERIALS INCLUDING 9UT N�* IMlTED*.TQ $TEAL SC*,?6A, 'I * W1 1-03 COME INTO CONTACT W H OT ER DISSIMI MATERIALS SHALL MEET -IHE REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. AP��F41'C' sheet I of 16 ••• • • • • ••• • • \ II I \ II \ 11 I it \ II 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (RAMIE WIDTH 15' MAX. HEAD/SILL A I I \ II I \ II \ 11 I it \ II 1 s I n\ II I I I \ a \ � I II 1 I II 11 II / E II / I I I J --- i / n 4 I C / E I tv m0 O m p � I II II \LOCH OPTIONS / \SEE SHEET I � _ ll___.f \ i u / it h INACTIVE ACTIVE ANCHORS AT MULUON 4sou 9 HEAD/SILL ANCHORS AT 4", 7" & 10° FROM END OF m AT STILE ENDS FRAME AT DOOR AND SIDELITES `- FRAME MOTH (6) AT 3" O.C. TYP. AT HEAD/SILL Z n 3 1 1/4" MAX 11/4" MAX 0 41 7/8° 80" MAX. SDEUTE FRAME WIDTH XX DOOR FRAME WI SIOELR FRAME WIDTH B" MAX. 3" 15° MAX. XS U HEAD/SILL TYP. SURFACE APPLIED O HEAD/SILL FALSE MUNTINS Q, CORNERS F /a MAY EE USED O O m 0��� HINGE OPTIONS SEE SH 5 I U_ L w 91 1 H / -- - - -- • �_ � � / � i it \ �✓ � m" o I div r _ n p p d, 11 11�m 3 M .m." \LOCK OPTIONS I II / II N7 \SEE SHEET 5 2.3 --u---1 ____u---- V)Fv � I II/ n 0 1 ♦— � d :NACI'NE 4 ACTIVE - - ---1' 30" 29 7/8" 30" m m D.L. PG 38 5/8" i LEAF OTH 38 s/s" 38 1/8" •Nl 1 08G�' W I• me flows cI LEAf WIDTH .. LEAF WIDTH LEAF WIDTH n TYPICAL ELEVATION C4N Hmg 14 ( CXXO j • • • • • • • • • • • • WITH PANEL SIDELITES a o 6 • • • • • • • • • SIDELITE OPTION - o I EngL,,q;JAVAi! AHMAD p o 3 • • • • • • • • • • � : dravnng no. • •• • • • • • • 11N11—'J3 •AP.R:1,$;20f2' ' sre�t 2 orls J G 38 1/B" WI • • • • • • • . • • • •• •• • • • •• •• HEAD/SILL ANCHORS ANCHORS AT MULLION � AT STILE ENDS v AT 4", 7" & 10" FROM END OF IIr M AT TI 3" O.C. FRAME AT DOOR AND SIDELITES �Y TYP. AT HEAD/SILL FRAME WIDTH Z m $ F 2 48 5/16"O 80" MAX. Z 6" MAXXX DOOR FRAME WI H F a . _ 3" 6 g HEAD/SILL TYP. I$" MAX. SURFACE APPLIED LL v CORNERS HEAD/SILL A - FALSE MAY BE USEDS a _ 6 ppqq I II II HINGE OPTIOAS I \ II 11 7 N __ I V SEE SHEEP'S h � �--' .- —+T= =_ � Z qq x It o I--==�F==== '-==�F==== Xy rn O \Q li IIm S M m \\S LOCK OPTIONS I I' It z M EE SHEET 5 123 __ll... \ I--'tt--- - --H-'-'" An u u ¢ t 5= -Ls \ OrNm f Z ^ O aaa _ INACTIVE U ACTIVE - - a VtB 4,115/8' 30" zs 7/8" ---- \ s et14 Ike FTa" a D.L. OPG, Dl. OPG. D 1. OPG. 48 3/8" 38 5/8" u ANo 2 a SIDELITE WIDTH LEAF WIDTH 38 5/1" (( c LEAF WIDTH '• •� .J,s a>> �8z TYPICAL ELEVATION •• ••• • • • • • •• c®e� • • • • • • • • • (OXXO) o e N - • • • • • • • • • • • MM DIRECT SET Sji)Fj ES g a m •• ••• •• • • • •• SIDELITE OPTION e�y,uvao ARqp, ; 'o • ••• • ••• • • FLAP"q70391, I. • • • • • • • • CAN. SS38 '• • R 5 • • • • • • • • drawing na. R a,120:12 sheet 3 of 16 i i i i i i i i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4, 7/8" -Al" TYPICAL ELEVATION ( x ) FOR DESIGN LOAD CAPACITY SEE SHEET 8 •• ••• • • • • • •• SINGLE LEAF DOOR•fY1 L• E fGOINSERT • •• • • • • ••• • Sal, WI1Rbtw •1QsEft 8PTIM • ••• • ••• • • ... . . . . . . .. . . . . . .•. . • •• • • • • • • • . • . • • • • • • • • •. .• • . • •. •. ••• . • • ••• . • NOTE; SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp=+65* -60 PSF * EXT .(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD FLA 4 70987. :APR'tt d12 ` ruepuGT RRVISM m euQp*kgwm &* FTed& BakBpp fod' r1 Arc pe '�7 8apirtlfs•Bate ^ o d u 8 drawing g o W1 1-03 SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES GLASS TYPES GLASS TYPES FRAME HEIGHT 'A' OR 'Al' I 'R' OR '111' INCHESfg EXT,(+) INT.(-) 42 109 80.0 80.0 3 100.0 1 141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH OLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS V-0) -0 SF LOCKS: HINGES: OPTION # 1 OPTION r DOOR MOTH i DOUBLE LEAF (XX) DOORS NRTHOUT SIDELITES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME MOTH FRAME HEIGHT 'A', 'Al', 'B' OR 'Bl INCHES INCHES EXT.(+) WT.(-) BO 109 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR $TD. THRESHOLD LIMIT EXT.(+) LOADS TO 08.0 PSF STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM 109 85.0 B0.0 'GLASS TYPE 'F' ® S.H. wow OPTION &2 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 3-1/4' LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AT EACH ACTIVE LEAF LOCK STILE, 38-1/2" FROM DOTTOM AND ONE AT MIDSPAN OF LEAF.FASTENED TO FRAME WITH (2)) 1/4-20 X 1-1/2" MS MANUALLY OPERATED CONCEALED FLUSH BOLTS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DJOJS, J7V,,AT O41N%E(X)•DCORJ • OPTION • • • • • • • • •• SEALANTS; • • •• • • • • MULTI -PONT LOCK SYNTEM W"LEVER 0W*LE•L08W�Li • FRAME CORNERS AND GLAZNG BEAD TO PANEL SEALED AT 40-1/2' FROM BOTTOM OF *CTilE &AF•LO(lC 9kLE9 *WITH WHITE COLORED SEALANT. FASTENED WITH (2) Wk-29"P-1/40tH MY • • • SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. METALLIC STRIKE PLATE AT 40' FROM BOTTOM ACTIVE INACTIVE DOUBLE LEAF (XX) DOORS NRTHOUT SIDELITES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME MOTH FRAME HEIGHT 'A', 'Al', 'B' OR 'Bl INCHES INCHES EXT.(+) WT.(-) BO 109 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR $TD. THRESHOLD LIMIT EXT.(+) LOADS TO 08.0 PSF STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM 109 85.0 B0.0 'GLASS TYPE 'F' ® S.H. wow OPTION &2 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 3-1/4' LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AT EACH ACTIVE LEAF LOCK STILE, 38-1/2" FROM DOTTOM AND ONE AT MIDSPAN OF LEAF.FASTENED TO FRAME WITH (2)) 1/4-20 X 1-1/2" MS MANUALLY OPERATED CONCEALED FLUSH BOLTS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DJOJS, J7V,,AT O41N%E(X)•DCORJ • OPTION • • • • • • • • •• SEALANTS; • • •• • • • • MULTI -PONT LOCK SYNTEM W"LEVER 0W*LE•L08W�Li • FRAME CORNERS AND GLAZNG BEAD TO PANEL SEALED AT 40-1/2' FROM BOTTOM OF *CTilE &AF•LO(lC 9kLE9 *WITH WHITE COLORED SEALANT. FASTENED WITH (2) Wk-29"P-1/40tH MY • • • SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. METALLIC STRIKE PLATE AT 40' FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2 *FH SM • • • • • • • • MANUALLY OPER�•CON(ALED FLUSH �OLT • PILE AT TOP & BOTT THE +EAF BOCK • • • • OPERATORS AT 10-7W2' 8• =6-1/2& FROM BOTTOM • • • • FASTENED WITH (2) #8-32DX 1/2" 46* *S • • • (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DUPING PERIODS OF HURRICANE WARNING) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAM / ACf NE SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES GLASS TYPES 0 WOR FRAME HEIGHT A', Al', 'B' OR 'Bl' INCHES ) WT,(-) 42 109 85.0 B0.0 'GLASS TYPE 'F' ® S.H. wow EXT.(+) LOADS SHOWN ABOVE ARE WfM HIGH THRESHOLD FOR SM. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF °LADw�ets r7eA16 �A�s>aee Rb -G •J� Exg1*etbr � h NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FLA. }*E X1!70502 CAN✓ SB '. 1, i •t APR 8 2al2; §"v Z G� �o OR CRa 8 0 45 ..IaN�gJ aW fi� •9 I drowing no. W11-03 STATIONARY PANEL (0) OR DOORS WITH STDEUTES DESIGN LOAD CAPACITY - PSF PANEL/OIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIOTH SIDELITE WIDTH 'A','Al', 'B' OE '111� EXT. (+) INT. (-) INCHES INCHES INCHES 41 7/8 (X) 81 80 (XX) 48 80.0 69.7 41 7/8 (X) 85 80 (XX) 48 80.0 89.7 41 7/8 (X) 91 80 (XX) 48 80.0 69.7 41 7/8 (X) 97 80 (XX) 42 80.0 79.6 41 7/8 (X) 103 80 (XX) 42 80.0 79.6 109 41 7/8 (X) 8o (XX) 41 7/8 B0,0 Bo.O EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UNIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1-I/4 1 x I DIRECT SET SIDELITE WIDTH DOOR WIDTH --_- i (x) OR (XX) L-FAqFDTH ACTIVE •• ••• I 1/4• • • •f PANEL SIDLtEE WIDTH • • • e • • • • DOOR WIDTH • •• • • • • ••• • (x) • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (XO) ( Ox SIOE,_ 117E WT _ DOOR STATIONARY ( 0 ) ( 0X0 ) ( ( oxxo ) rwovcraevum mug C44 l4e Pkx� Exp++tkr 0.!e Z"d7/1 •% •y L� Ba�N —nod 1 �40oV F� � °0 0J L 8Q� hpp 0 R < O T O � OD Q�� otowing no. W1 1-03 GLAZING OPTIONS GLASS TYPES GLASS TYPES 'A' OR 'B' (ABOVE)'Al' OR '81' (ABOVE) SILICONE SILICONE GE RGS7701 GE RCS7701 m GE 1200 GE 1200 �1 \ •• ••• • • • • • •• • • G N • SfiZjITE •• ••• •• • • • •• • ••• • ••• • • • • • • •••• • • • • • • • • • • • • • •• •00 • • • • • • • •• •• • • • •• •• -3/16- HEAT STREN'D GLASS \ 1/4° AIR SPACE HEAT STREWO GLASS /16" HEAT STREN'O GLASS 1/4" ALR SPACE o 3/16' HEAT STREN'D GLASS .09C INTERLAYER 3/16' HEAT STREWO CLASS --3/16' HEAT STREN•D GLASS SAFLEX PV8 BY 'SOLUTIA• .090 INTERLAYER 090 WTERLAYER 3/16' HEAT STREN'0 GLASS F SAflEX PVB BY •SOLUTIA' [SENTRYGtAS BY 'WPOtdT' \1 SILICONE 3/16° HEAT STREWD CLASS 3/16° HEAT STREWD GLASS rGE RGS7701 GE 1200 SILICONE SILICONE w GE 1207701 GE 1200 GE TSENTRYGLAS BY 'DUPOM' E it7701 200 +(I Z m 1/8° HEAT STREWD GLASS a O f-" C 0 z m SILICONE GE ROS7701 �.aro1 T w �i If tyA to GE 1200 ! Q C a I ALUMINUM 111i w SPACER SMS 11i ii AT AT 4-1/2' FROM ENDS N AND 10-1/2' O.C. EPOM SETTING BLOCK O ALUMINUM 1/8" X 3/4' X 4° LONG 2 PER LRE. AT 6" FROM ENDS GLASS TYPE 'A' LASS TYPE 'A I' GLASS TYPE 'B' GLAZING OPTIONS GLASS TYPES GLASS TYPES 'A' OR 'B' (ABOVE)'Al' OR '81' (ABOVE) SILICONE SILICONE GE RGS7701 GE RCS7701 m GE 1200 GE 1200 �1 \ •• ••• • • • • • •• • • G N • SfiZjITE •• ••• •• • • • •• • ••• • ••• • • • • • • •••• • • • • • • • • • • • • • •• •00 • • • • • • • •• •• • • • •• •• -3/16- HEAT STREN'D GLASS \ 1/4° AIR SPACE HEAT STREWO GLASS o •� O C3/16° .090 NTERLAYER SENTRYGUS BY b.PONT' 1/8° HEAT STREWD GLASS ami r Y !�E :. ti' , 1 3/16" HEAT STREN'0 GLASS W1119 03 0 .090 INTERLAYER w V SILICONE TSENTRYGLAS BY 'DUPOM' �Yr GE RGS7701 GE 1200 1/8° HEAT STREWD GLASS a O f-" C 0 z m SILICONE GE ROS7701 �.aro1 w �i If tyA GE 1200 ! Q C a 11i ii N {I' z —, O ALUMINUM SPACER O SMS AT AT 4-1/2° FROM ENDS AND 10-1/2' O.C. EPDM SETTING BLOCK ' 1/8' X 3/4° X 4- LONG 2 PER LITE. AT 6° FROM ENDS tl, GLASS TYPE 'BI `F GLASS TYPE ' O "' (S.H. WINDOW 1NTH SINGLE DOOR APPLICATION ONLY) (j ¢S � p+ = V Oc~v� I Zm Oz Oi F F, a d vu sucdr VJWUAD d+4RL�1 wltA l'a! PIs1dL Aseep w" Me .� 4G LYHaad D8a e o •� $ �r�g: dAVAp ANM4V - Ca1••. ftA. PE ®70$93 CAIK 3538 '• t � • .. :. ti' , W1119 03 O/ TYPICAL ANCHORS • • EDGE 01ST SEE ELEVAITOSPACING WOOD BUCK o I FOR SPACING (SEIBY EDGE DIST. (SEE NOTE SHEET 1) BY 0 BUCK ALTERNATE y�ANCHOR LOCATION °�1.4'. EDGE 00 TRUCTURE tII DIST. (SEE NO HEET 1) a • � • • • C • • • os •• •• �p 0L • •• ro ••• N 1 (A MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ••• • • TYPICAL TTYPIrAL ANCHORS jsyp�i Q W rl F 16 TS ELEVATIONS EE ELEVATIONS O l ' FOR SPACING FOR SPACING 1/21 MIN. FLUSH BOLT FOR SPACING 1/2" MIN, 299 OR FLUSH BOLT PENETRATION 19 w 19 7 16 Z8 2 7 �� ) O © I I 2 F �J i I ��i 1 1 1 LT£RNATE I I • 3/8" X 3/8" , c WEEPS ° ° : ° ° - ° Eqc MA 'AD AH. 0 1/2FROM .0 CIVIL SILL ENDS >YPICAL NCHO TYPICAL ANCHORS TYPICAL ANCHORS FIA. PE 1 7 9 2 •, o u 3 ELEVATIONS SEE ELE SEE ELEVATIONS VSEE ELEVATIONS C.A.N.3S% EDGE DST.TO EDGE GIST. EDGE DkST. _y B FOR SPACING FOR SPACMG FOR SPACING • ••• • ••• • • 1' HIGH iHR66HOL0 • • • • THRESHOLD LOW THRESHOLD APPR'0•FCR•Wo RE56jjANCE • • • • • A '0 FOR WATER RESISTANCE NOT A?PR'D FOR WATER RESISTANCE .' drawing no. LIMIT MAX. EXT(t) LdAO TO .0 PSF (SINGLE�DOQR) • • • g' M EXT(+) LOADS TO 58.0 PST I' 1 1 -O3 LIMIT MAX. EXT(+) LOAD TO PSF �t�l.E Iy1 R) • ; OPERATING UNITS APR•..$.pQ12 I sheet 8 of16 ••• • • • • 4smU o I • Z 3 a • � • • • C • • • os •• •• �p 0L • •• ro ••• WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ••• • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. jsyp�i Q W rl F l TYPICAL ANCHORS. SEE ELEV. FOR SPACING I (Fu- 177 KSI, Fy®159 KSI) � o N U U 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 01 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY M DIRECTLY INTO CONC. OR MASONRY MIN. INTO CONC. OR 1-1/4" EMBED MASONRY 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) q N S INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. 1/8 INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM • 1/8" THK. MIN. (6063-T5 MIN.) map W (STEEL IN CONTACT WrrH ALUMINUM TO BE PLATED OR PAINTED) H a TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. r INTO METAL STRUCTURE 3/4" MIN. u 1 c CONCRETE AT HEAD, SILL OR JAMBS Pn o 3000 PSI MIN. 09 C-90 HOLLOW/MLED BLOCK AT JAMBS I'm m 2000 PSI MIN. - u Ni@DBC:IIeVlB@8 o p g �wbA As f77M'Aa Aswylaoec Ns Z ^ ZC/ � 6TJt8trnPiw 1)flQs _ c u - - 1 r OPERATING UNITS 3/8" X 3/8" , c WEEPS ° ° : ° ° - ° Eqc MA 'AD AH. 0 1/2FROM .0 CIVIL SILL ENDS >YPICAL NCHO TYPICAL ANCHORS TYPICAL ANCHORS FIA. PE 1 7 9 2 •, o u 3 ELEVATIONS SEE ELE SEE ELEVATIONS VSEE ELEVATIONS C.A.N.3S% EDGE DST.TO EDGE GIST. EDGE DkST. _y B FOR SPACING FOR SPACMG FOR SPACING • ••• • ••• • • 1' HIGH iHR66HOL0 • • • • THRESHOLD LOW THRESHOLD APPR'0•FCR•Wo RE56jjANCE • • • • • A '0 FOR WATER RESISTANCE NOT A?PR'D FOR WATER RESISTANCE .' drawing no. LIMIT MAX. EXT(t) LdAO TO .0 PSF (SINGLE�DOQR) • • • g' M EXT(+) LOADS TO 58.0 PST I' 1 1 -O3 LIMIT MAX. EXT(+) LOAD TO PSF �t�l.E Iy1 R) • ; OPERATING UNITS APR•..$.pQ12 I sheet 8 of16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL AN SEE FOR SI ACTIVE LEAF' LOCK OPTIONS T5 EXTERIOR O.L_ OPG. LEAF WIDTH OR FRAME WIDTH MAX. 1BY \ WOOD BUCK D< TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 V 33 ALTERNATE ANCHOR LOCATION 3 0 h /� 38 �C N a J p _ Uo 0 g uq 0,0 ALT. FRAME JAMB LM aW�� n o� a= 0c� ONS Z�m � rn 9$ Q a N �• Z O w a. ....... . .. .. •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • . .. . .. .... •• •• • • • •• •• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nwa= " �WK "e =p. PE 70$92 C�A.eI. 1938. APR. 511 NlU,l9 OPERATING UNITS o � 0 drawing no. W11-03 sheet 9 ot96 I O 3/6' X 3X. WEEPS i /2' FROM SILL ENDS ;AL ANCHORS ELEVATIONS SPACING ALTERNATE ANCF CO ..LOCATION P 26 TYPICAL FOF ALT, FRAME JAMB PANEL SIDELITE INSTALLATION DETAILS #10 X r PH SMS • 16 28 • • • • • • • 2 • �• • AL' ••• • • • • •EDGE • v�•• • • • 'fY L CHCR • E ELTIQNS • • • ••a v • • 01ST. TrP-. EEICELE A ONS ANCHORS • pS�• & • • : 9% jJ • • • • • FOR SPACING NIT {STD. THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESUM ••• • • • • ••• • • to q f�A`, PE 8 7b592`• o n yxS� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • raawicT p"A" r .m Vie.MMML A.OI..e E.pir.tk• 9� MI•I/ P ' • ' t ti O g LQ v � D 9W 8 aEQo 0o�m Q (A . LL Z �VVnjj F m 3 0 M v 5=V ON, � ppm m Z o0 �Z CL w PER w PANEL SIDELITE UNITS •u . Engr•'JAYAD AHNA -•. ' CNIL•. to q f�A`, PE 8 7b592`• o n yxS� ` O drawing no. • APR �1��• 712 W1 1—Q3 sheet 10 of 16 TYPICAL. ANCHORSDIRECT SET SIDELITE INSTALLATION DETAILS` EDGE DST SEE ELEVATIONS FOR SPACING 44a :g a O O a cy li 38 Ij f 28 G S n iI 0 3/AJAX. S O O '1 !I wnl TYPICAL ANCHORS SEE EL% • ' ! FOR SPACING 1' G 5 18 0 a rc.W.. � s a x O OLI 3S EXTERIOR W; D.L OPG. LEAF WIDTH t - Z 3 Z I I I � Z <& Q it SILICONE PIVOT HINGES �C O !� I' DIRECT SET SIDELITE 4PIOTH DOOR FRAME WIDTH 0_ !I !It X10 X t" PH SYS 4FROM ENDS AND 18" D.C. MAX. c II it «+!f �wilA qia lHerNh 01. I25 aa.w epee i o ••• ••� • •� ••• 'DRRRRgCT SET SIDELITE UNITS { ,En4t:�JAVAO fidQAD�, I ci u o CML v 'FLA. PFS ° EDGE DIST. • TYPIOAL 1*JCHOI�S• • • • • 8; • • • SEE EL O:YS� • • • • ' R SC O • • • • • • • • • • Rdrawing no. • • ••• • • • W11-03 DIRECT SET SIDELITE UNITS sheet 1 1 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• ••• • •• • •• •• ••• • ••• • • 4.000 1 .080 1.750 2.375 ff 1.843--=1 O FRAME HEAD TM -099 U DOOR JAMB/SIDELITE FRAME BA5499 1.750--y 093 -� 625 a.000 '062 582 DOOR TOP/BOTTOM RAIL TM -32994 J t9 DOOR BOTTOM RAIL TM -29236 4.000 062 5 062 .500 f6�8N 1.750 p - I I .332 2.375 -�1 F--���� 1,843 .14k- 5 37 PANEL GLAZING BEAD 3.465 TM -155A O SIDELITE HEAD/SILL 9 GW -30769 p 2.1zs Li .713 1.465 .125 • 0.310 .715 050 O9 GW 37888 0.572 CENTER HINGE 1.799 �1 2,125 SIDELITE GLAZING BEAD (INSUL LAM. CLASS) .tzs - O PIVOT HINGE .082 .625 1.7>0 --4.090--WF�.093 O DOOR HINGE STILE TM -32995 p57y L� -�9 v r .075 IJjI -� 2.082- .500 .�- ,1gg i. LOW THRESHOLD 8970KB .125 _875 ,alltylul�^II.-� h - MID RAIL CORNER CHANNEL 655 1658 f L • fTfE +I WEATHER-STRIP ADAPTER • • • • GW -31826 •. 1 I 4.530 .125 • • • • 1885 38 INSUL. GLASS PANEL ADAPTER TM -194 • • 4.24_ a.572 GW 37889-1 O OUTER HINGE HINGE PIN - 3.687 E CAP 0X1/2' I. SNS *1i 1 I 1 12.06 .093 ° 3.5100 o II 7.689 L m 1.7$0 � o : j 1 111 °° 2.000 f - 2.128 1- 00 a- •• OB BU1T HINGE • • 1.287I p r r 2.040 1.71: .715 '0� • • • • • • -p • -1.799--a • • • • � • • • •.625 • • 35 • •• I- • .-4.t�0_ • IDELITE GLAZING BEAD (LAM. GLASS •aA INACITV? EAF LOCK STILE TM -157 TM -36048 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.790--q 6 1.554 '300 •I �LLk 2.011-J .779L • 3t REINFORCING BAR TM -182 1.50G - --'4.000- •500-'� _.260 062 STD. SILL ADAPTER 28 BA5798 2.082- .500 .�- ,1gg i. LOW THRESHOLD 8970KB .125 _875 ,alltylul�^II.-� h - MID RAIL CORNER CHANNEL 655 1658 _' '-3.875� .082 2so- 1 Bz9� 75 .635 Ike � 29 MGH SILL ADAPTER TN -193 I 2.157 1.595 .625r_ f d__1187 1 I 4.530 .125 � I 1885 38 INSUL. GLASS PANEL ADAPTER TM -194 930 T .554 �h- 4.000 � .060 (1 FRAMES LL (STC.) `/ is 'H' MULLION TM -121A 30 SILL N COVER j 99 If .9,;J 'NiNAD�. FIA: � f 766112 18 .186 062 938 CA 1 538 •. ' v ALT. DOOR JAMB/SIDELITE FRAME 13A ALT. FRAME COVER I BA AP �_fi 9!119 fs"UCT RBVISR• "W0*g Wft the ftd& m 146 Z 0O ag 0 CYRr � a 0a.Rg alls,0 drawing no. W11-03 8 AA I FRAME 70P CORNER SIDELITE CORNER DOOR LEAF CORNFF 11A • • • • • • • 0- • • • • • •0. • J00... •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • FRAME 307TOM CORIER • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MID RAIL CORNER SINGLE DOOR W/ S.H. WOW. 10 1 GW 32222 2 DOOR LOCK INSERT 0063 -TSI LOCK STU ' 11 12 GW -34808 FS 1202 -----2/LEAF 2/ LFAF PRESSURE PLATE -TIE ROD FLUSH BOLT ASSEMBLY ALUMINUM 4" LONG ALUMINUM SULUVAN & ASSOC. 15 16 -_16A TM -121A 32001 AS REOD. AS REO'D. 'H' MULLION FOAM FILLED BULB W'STRIPPINO 6083-T6 - .187 X .250 T -SLOT 32084 AS REO'D. MULTI FLAP FOAM FILLED BULB WSTRiPPING - - I6B 17 32011 FBGF AS REO'D. 2/LEAF FOAM FILLED BULB W'STRIPPING - FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/80TTOM) 6063-T6 .187 X .350 T -SLOT M & M PLASTICS 19 TM -20236 1 PANEL BOTTOM RAIL I 0083-T6 I - 20 21 - AS REDD. 2/LEAF g10 x 1/2" F.H. UNDERCUT gds. 1/2"0 THREADED ROD, WASHER & NUT STEEL STEEL AT FLUSH BOLTS ----- TOP/BOTTOM END RAILS 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET 23 - i MULTI POINT LOCK - ACTIVE LEAF, 41' FROM BOTTOM 25 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMS INSTALL SCREW' HOLES 26 - AS REOD. #10 x 1" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 28 BA5798 AS REGO. STD. FALL ADAPTER 6063-T5 - 29BA AS REDD. HIGH SILL ADAPTER (USED WITH STD. SILL) 8063 -TS - 30 31 TM - 160 TM -182 1 SQ.L COVER LOCK SOLE REINFORCEMENT -- -_- 6063 -TSI 6063 -TB I - - iCifilil�7�i1 cw %— uuoa/ SIDELITE GLAZING NEAR (INSUL LAM. GLASS) Wlorlo yDE LIIL DIALING PEKIMEItH 6003 -TB gpE LITE GLAZING PERIMETER PANEL GLAZING BEAD 8083-T6 - INSUL. GLASS PANEL ADAPTER 6063 -TS - ll?� DOOR COMPONENTS 70592. �• AN.,13,38 APR 2riv . vwDUCT imV1YNo �6k" Went Mn f7eA/e e+• w.12Y #IWIT014"Sato.__ T.1 JIL 81-1 �-Bmf t A I:IVIL PE b ' m go n u F -(00 - drawing no. W1 1-03 0000•• 0000•• • 0000• • • • 0000•• a- - FRAME HEIGHT LEAF HEIGHT 0 x j WINDOW HEIGHT gym.. AmN EXTERIOR • zzHz' A V fD m • • • 0000• ----� - o • 0000 - - -- -_ J - - • O1 • D.L PG. of • 0000 a • • • • ny yrY a g t 00.00• nya • •000•• VENT HEIGHT y^tr °i neo -t-•-•_� • A n I SHIM SPACE 0 0 0 • 0 •000 • • • • • _ FRAME HEIGHT i V LEAF HEIGHT �e` O foam Eii n o Q 9 e mm rn zm � n y'yi N ro 2 5/8' .r i1/4' MAX. a !SHIM x z r� x r - L7 O ro a O U� z z icy v .z s a Bout: 02-10-11 revSslons: ---- _--._, SEPoES-249 AUAI UUT-SlTWG 0068 W/ SEMITES (L0.l) AL-FAROOQ CORPORATION a no a e escn fon > 03.zn.fl a[v. asrt aNe couu¢urs ENGINEERS &PRODUCT DEVELOPMENT T.M. WINDOWS LLC. s - J e of.te.Iz wo cnrwce n+e src[er MIAMI, FLORIDAS7 AVE w c q N4I� 607 N.W. 12TH AVE. MIAMI, FL33174 a. Cj POMPANO BEACH, FL. 33069 rF (309)2¢4.8100 FAX(30S)y62.6978 rn C,T ° ehL br TEL (954) 781-4430 FAX. (954) 781-4078 C0MP-ANL\Wi7-03TMW • •• •• • • • •• •• ••• • • • ••• • • y.,l U 4i Z Q SHIM SE1E ELEVATIONS SMS :.319' MAX. El I 3 FOR SPACING VENT MOTH 3 . SHIM N dz ` O 2BY 000 SUCKOR Q 9 Q W0ol) S UCTUR O.L OPC. w ILD • TYPICAL ANCHORS u. tfi 1 10. 2• 7.1 4.7 18 SEE ELEV. FOR SPACING Q V Ocl ei 0 IL <g - - Qtr 8. 21 n_` awel `L� 18 EXTERIOR 5 O TYPIC%. ANCHORS SEE ELEV, O.L. OPG (FIXED)FOR SPACING S.H. WINDOW WIDTH ` LEAF MOTH HNGE OPTIONS SHEET S .__._...__. DOOR FRAME WIDTH LSEESHEELOCK OPTIONS 7 3/8" MAX.(,, 3/g^ MAX, SHIM SHIM Z O 18Y 3 a d METAL 3 3 . WOOD BUCK m STRUCTURE O O d ACTIVE LEAF yt oto D_ TYPICAL ANCHORS 18 O SEE ELEV. 16 . FOR SPACING o 4_1 o' +#(1'DUCP 11EVIB6.9 g 21 TYPICAL ANCHORSbwb�i -. EXTERIOR SEE ELEV. , Itgcoft Z O f=o76 s•�aFo D.L. OPG. j _ I-� a N • *so • • • • •• LEAF WIDTH 0 •9 • • jC C • • • • • • • • • y p ,• a m • FRAME WIDTH •a ••• •• • • • •• QngN.,JAVAD.gFUUO o II END ' FWt..PE B 70582•. 7 � • ••• • • • • ••• • • • SIhiLE (X) OPERATING UNITS W/ S.H. WDW. CJWi X38 i i• i•• ••• ••• ••• � ' drawing no. sheei 15 of j6 • •• •• • • • •• •• ••• • • • ••• • • 1.937 748 887 4r.0162 {- .130 —1 .625 'av6 F.-1,875 -� FRAME HEAD 17.1 FIXED RAIL REINF. 750n i.00p •0� 1.749 2.541 .095 .140 .937 I —� I� 1.583 i FIXED MEETNG RAIL 18.1 DOOR STILE REINF. 1.750 �--_} 6sB 7�A62 1.125 0 1.502 1.045 750 H- zt SASH SIDE RAIL STD. VENT TOP RAIL .969 87 - .787 aTr 1.875 �q4, .943 .882 ,062 .674 oss b t.a69 .677 U FRAME JAMB SASH LATCH • • . • • f •• • • • • • '2i5C• • e2.725 .• • •00 rvnt 2.828 .0622 • 8 . • •• • • • • • f I • • • •1—. ! I • • • �1.750� • i • 1.•97 • • • • VENT BOTTOM RAIL n FRAME SILL .062T 375 250- [7 GLASS STOP ANGLE ITEM @ PART # REQD. DESCRIPTION MATERIAL MANF./SUPPIJER/REMARKS IA GW -31795 • • • • • • • • 6063 -TO - _ 3.1 - 1 FRAME SILL - 6063-T6 - - 4.1 5.1 8.1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .062T 375 250- [7 GLASS STOP ANGLE ITEM @ PART # REQD. DESCRIPTION MATERIAL MANF./SUPPIJER/REMARKS IA GW -31795 1 FRAME HEAD 6063-T6 - 2.1 TM -117 2 FRAME JAMB 6063 -TO - _ 3.1 - 1 FRAME SILL - 6063-T6 - - 4.1 5.1 8.1 GW -36123 TM -113 TM -712 1 1 1 FIXED MTG. RAIL STO, VENT TOP RAIL VENT BOTTOM RAIL 6063-76 - 8063-T6 8083 -TB - 7.1 GW -31902 2 VENT JAMB 6063-T6 - 8.1 TM -115 2/VENT _ SPRING LOADED EGRESS LOCK 0 6' FROM ENDS 6983-T6 - 8A.1 - 2/VENT LATCH LOCK 0 6' FROM ENDS CAST 9.1 - AS READ. GLAZING STOP ANGLE ALUMINUM - 10.1 - 2 VENT STOP (5-1/4' LONG) PLASTIC - 11.1 12.1 13A - - WV -3045 2 4 - AS REDO. SPIRAL BALANCE VENT GARDE BULB WEATHERSTRIP - CALDWELL �_- PLASTIC - VINYL - 14.1 W43201 AS REDD. FIN SEAL WEATHERSTRIP WOOL - 15.1 W43371 AS REOD. FIN SEAL WEATHERSTRIP WOOL - 15.1 _ t FRAME/VENT ASSEMBLY SCREWS CRS ®10 x t° P.H. SMS FIXED RM. REINFORCING ALUMINUM I FRAME TOP CORNER o 4.V 0 F r w 0 0t v 7�rP O�o�o7 O 0d� 0 ca Z Q -Z N - DOOR STILE REINFORCING ALUMINUM - q1r S.H. WINDOW COMPONENTS to N bN m 00 /% " 3 Q tL � �. 0=V Oc~"1g 1 1 drawing no. ZOO W1 1-03 3z� N W 0 I II I I i l l i VENT TOP CORNER VENT BOTTONCORNER r&490C'Y 11$VtiCf Rm q1r %�0{ @+Ptret{er titte Z-4116 .d N bN m �j �i Ila m — 'CMI: ?E.# 70592 o n .M: 3634 �. 1 �(, drawing no. „ . W1 1-03 . ... ,shi -I I A �f i A I