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WS-16-781IMPACT WINDOW INSTALLATION AT: .. ... . . . . . .. . ......... . .. ... .. . . . .. .... ....... . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9417 NE 9th AVE MIAMI SHORES, FLORIDA 33138 FMAR 4 2016 z. z`�" x 3 Miami Shores Village APPROVED BY DATE ZONING DEEPT BLDG DEPT SU13JECT TO COMPLIANCE WITH ALL FEDERAL £; I ATF AND COUNTY RULES AND REGULATION`S YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M M M EL; >o w y w o Wcoo a �x Cn Q� W M � N TITLE 211111 011111 S EXISTING WINDOW NOT PART OF THIS PERMIT EXISTING WINDOW NOT PART OF THIS PERMIT EXISTING DOOR NOT PART OF THIS PERMIT •• •.• . . • • . .. . •• . • . . .•. • .• .•• .. . • . •. • •. • • • • • 00 00 • • • • • • • • • • • •• •• • • • •• •• EXISTING WINDOW XTnrr D A DT nU TLTTC GROUND FLOOR PLAN SCALE: 1/8"=F-0" EXISTING DOOR NOT PART OF THIS PERMIT EXISTING DOOR NOT PART OF THIS PERMIT BEDROOM 3 BEDROOM CL. CL. STAIR HALL CL. I I CL. STORAGE BATH I I I BATH 2 I I BEDROOM 2 III O BALCONY EXISTING WINDOWS NOT PART OF THIS PERMIT EXISTING DOOR NOT PART OF THIS PERMIT EXISTING WINDOWS NOT PART OF THIS PERMIT SECOND FLOOR PLAN EXISTING DOOR EXISTING DOOR SCALE: 1/8"=F-0" NOT PATRT OF THIS PERMIT PART OF THIS PERDRAWINGS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com YURIS OJEDA STRUCTURAL FLA. PE # 72071 M M M V � W �w h � O W V] a �x M � M O v�x3w�, z 0 FLOORPLAN Oro= O�o�M U N U N N (�UQTi�ain ZONEA +45.1 PSF -48.9 PSF EXISTING DOOR NOT PART OF THIS PERMIT F ZONE:5 +45.1 PSF w -60.4 PSF ox �o N Q Q W 0 0 EXISTING D�THIS NOT PART O PERMIT ZONE:5 +45.1 PSF -60.4 PSF H x c� w _ x q w N 0 •• ••• .Q . . . 'x7 • .. ... . ••• . . . .. . . .. . • .. . ••• . . . • . ••• . . . . . . . . • . . • . . . . . • • • • • • • • • • ZONES +45.1 PSF -60.4 PSF XVA EXISTING DOOR NOT PART OF THIS PERMIT I ZONE:5 O 1'i7111►' P PROW EXISTING WINDOW NOT PART OF THIS PERMIT EXISTING DOOR NOT PART OF THIS PERMIT EXISTING ORNAMENTAL WOOD SHUTTERS NOT SHOWN FOR CLARITY (TYP.) FRONT SIDE ELEVATION SCALE: 1/8"=1'-0" ZONE:5 +45.1 PSF -60.4 PSF EXISTING ORNAMENTAL WOOD SHUTTERS NOT SHOWN FOR CLARITY (TYP.) --,Z�'LEXISTING WINDOWS AND DOOR RIGHT SIDE ELEVATION NOT PART OF THIS PERMIT SCALE: 1/8"=1'-0" DRAWINGS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M M M Q W � d0 w � w O W � a �o oW�^� CID, o N M O ELEVATIONS ELEVATIONS ■m� liv I YURIS OJEDA, P.E. ZONEA 14 NE FIRST AVE. SUITE 200 +45.1 PSF MIAMI, FLORIDA 33132 -48.9 PSF ZONE:5 P:(305) 345-3335 F:(305) 351-8854 +45.1 PSF e: yuds@ojedape.com ZONE:5 -60.4 PS F www.ojedape.com +45.1 PSF -60.4 PSF EXISTIN ORNAMENTAL WOOD SHUTTERS NOT SHOWN FOR CLARITY (TYP.) F� x A477 c� w x o N 1'V O w YURIS OJEDA STRUCTURAL O FLA. PE # 72071 M 54'-0" EXISTING WINDOW M EXISTING WINDOW ZONEA REAR SIDE ELEVATION EXISTING DOOR NOT PART OF THIS NOT PART OF THIS PERMIT Q Q MORTPTRT OF THIS PERMIT +45.1 PSF SCALE: 1/8^=r-0^ PERMIT W 48.9 PSF Q w � w O zw ZONE:5 ZONEA a +45.1 PSF +45.1 PSF 01 -60.4 PSF -48.9 PSF Q C7 O x �Do�x W U o w N z 1 ELEVATIONS 0 .•. . .. . 0 . • .. ... .. . . . .. . . . ... . .. . . . . . . . . . . . . • • o • 0 • • : • . 0.0 NOT PART OF THIS PERMIT ZONES Q ,; o o M LEFT SIDE ELEVATION +45.1 PSF >• �,M �i o rn ... • • • . •.• . . SCALE: vs^=i -a -60.4 PSF a b o • • • • • • • • • • • • • • • • • • • „ p v U �; • " •' • ' ' " • • DRAWINGS NOT VALID UNLESS SIGNED SEALED AND DATED BY YURIS OJEDA, P.E. Y �.O Q U Q z 11 �I SPECIFICATIONS AND GENERAL NOTES MARKS: A, B, C, D, E, F, G, H, J, K(BOTTOM), L, M 1) SERIES "SERIES 360 " ALUMINUM SINGLE HUNG WINDOW - L.M.I. (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 15-0512.07 EXPIRATION DATE: MAY 05, 2020 SEE ELEVATIONS FOR COLONIAL PATTERN GL-A: 13/16" LAMINATED INSULATED GLASS GLASS COLOR: CLEAR LOE 366 FRAME COLOR: WHITE ESP FRAME TYPE: FLANGE FRAME GLAZING BEAD TYPE: SQUARE BEAD _ 1/8" ANNEALED GLASS (EXTERIOR LITE) _ 3/8" AIRSPACE _ 1/8" ANNEALED GLASS 0.075" INTERLAYER SAFLEX CP WITH PET CORE BY "EASTMAN CHEMICAL CO." OR 0.100" INTERLAYER SAFLEX HP BY "EASTMAN CHEMICAL CO." OR 0.090" SENTRYGLAS BY "KURARAY AMERICA, INC." _ 1/8" ANNEALED GLASS (INTERIOR LITE) MARKS: I 2) SERIES "238" ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 15-0512.19 EXPIRATION DATE: OCTOBER 26, 2018 GL-B: 3/4" LAMINATED INSULATED GLASS GLASS COLOR: CLEAR LOE 366 FRAME COLOR: WHITE ESP FRAME TYPE: FLANGE FRAME GLAZING BEAD TYPE: SQUARE BEAD _ 1/8" TEMPERED GLASS (EXTERIOR LITE) _ 1/4" AIR SPACE _ 1/8" ANNEALED GLASS _ 0.075" INTERLAYER SAFLEX CP WITH PET CORE BY "EASTMAN CHEMICAL CO." OR 0.090" INTERLAYER SAFLEX BY "EASTMAN CHEMICAL CO." OR 0.090" BUTACITE PVB BY "KURACAY AMERICA, INC." OR SENTRYGLAS BY"KURARAY AMERICA, INC." _ 1/8" ANNEALED GLASS (INTERIOR LITE) MARKS: K (TOP) 3) SERIES "238 DESIGNER" ALUMINUM FIXED WINDOW (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 15-0512.15 EXPIRATION DATE: OCTOBER 20, 2018 GL-C: 3/4" LAMINATED INSULATED GLASS GLASS COLOR: CLEAR LOE 366 FRAME COLOR: WHITE ESP FRAME TYPE: FLANGE FRAME GLAZING BEAD TYPE: SQUARE BEAD _ 1/8" TEMPERED GLASS (EXTERIOR LITE) _ 1/4" AIR SPACE _ 1/8" ANNEALED GLASS _ 0.075" INTERLAYER SAFLEX CP WITH PET CORE BY "EASTMAN CHEMICAL CO." OR 0.090" INTERLAYER SAFLEX BY "EASTMAN CHEMICAL CO." OR 0.090" BUTACITE PVB BY "KURACAY AMERICA, INC." OR SENTRYGLAS BY"KURARAY AMERICA, INC." 1/8" ANNEALED GLASS (INTERIOR LITE) MARKS: H, J, K, L 3) SERIES "ALUMINUM CLIPPED MULLION" (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 15-0420.08 EXPIRATION DATE: MARCH 28, 2018 NOTES: 1: DOOR AND WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT NOTICE OF ACCEPTANCE. REFER TO PRODUCT CONTROLS 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A, DESIGN PRESSURES AND SIZE ARE PART OF THE PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (BEAMS, COLUMNS, FRAMING,ETC. SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING, NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY 4: WHERE THERE IS A DROP OF MORE THAN 4 FEET ON THE FAR SIDE OF WINDOWS AND THE SILL IS LESS THAN 36 INCHES IN HEIGHT ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN OR FIXED. SAFEGUARDS NOT LESS THAN 42" IN HEIGHT IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL PROVIDE PROTECTION FOR CHILDREN BY PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOP RAIL WHICH WILL REJECT A 4 INCH DIAMETER OBJECT. THESE SHOP DRAWINGS DO NOT INCLUDE THE DESIGN OF ANY SAFEGUARDS OR PROTECTION TO PREVENT THE FALL OF PERSONS, CONTRACTOR SHOULD PROVIDE THEM IF REQUIRED REFER TO FBC-2014 EDITION •• ••• • • • • • of 5: FLORIDA BUILDING CO1:E 2014 EDTVpI,:RgQjJIltEs THE EGRESS WINDOW TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND 1bROV#aD4G ELfA4R OPENING OF NO LESS THAN 20"IN WIDTH, 24" IN HEIGHT AND 5.7 SQ.FT. IN AREA THE BOTTOM OF THE ORIOINrG LH%l AQT It- VW THAN 44" OF THE FINISHED FLOOR THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING AND NO PART OF THE MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOC" . .. • . • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M M M Q V c z� � � x Q O � F Q M •--� SPECIFICATIONS CGI SERIES "360" SINGLE HUNG WINDOW YURIS OJEDA, P.E. ' TYPICAL FOR SINGLE HUNG WINDOWS 14 NE FIRST AVE. SUITE 200 REFER TO SHEET 5 FOR GLAZING SPECIFICATIONS MIAMI, FLORIDA 33132 34-1/2" F.W. 34" F.W. 31-3/8" F.W. 34-1/4" F.W. 31-1/8" F.W. P:(305) 345-3335 F:(305) 351-8854 EDr EDwww.ojedape.com e: yuris@ojedape.com A A;7b GL-A U GL-A E GL-A U GL-A U GL-A V EEd MARK: A 1 MUNTIN (TYP.) MARK: B MARK: C MARK: D : E QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 CGI SERIES "238" CASEMENT WINDOW YURIS OJEDA 1" MUNTIN TYP.) ( REFER TO SHEET 5 FOR GLAZING SPECIFICATIONS STRUCTURAL 71-3/4" (SYSTEM WIDHT) 65-5/8" (SYSTEM WIDHT) FLA. PE # 72071 23" F.W. ED 1 23" F.W. 35-7/8" F.W. 35-7/8" F.W. 0 34-1/4" F.W. 32-13/16" F.W. 32-13/16" F.W. 00 cn EP E) (P ED E) E )r-- 1-4 M A A \ H D Fe 7 w w w ON lo GL-A U GL-AfED / U L-A U� L-A U a MARK: F MARK: G QUANTITY: 1 QUANTITY: 1 MARK: H MARK: I MARK: JUANTITY: CGI SERIES "238 DESIGNER" FIXED WINDOW QUANTITY: 1 QUANTITY: 1 Q 1 REFER TO SHEET 5 FOR GLAZING SPECIFICATIONS 1" x 4" x 1/8" CGI TUBE MULLION 1" x 4" x 1/8" CGI TUBE MULLION MIAMI DADE NOA 15-0420.08 3-1/2" HORIZONTAL MUNTIN u; MIAMI DADE NOA 15-0420.08 REFER TO DETAIL D IN SHEET 7 REFER TO DETAIL D IN SHEET 9 \, N A 9 GL-C 71-3/4" (SYSTEM WIDHT) 3-1/4" F.W. ?zN M 54 35-7/8" F.W. 35-7/8" F.W. -------- E) H x a — WINDOW SCHEDULE � '; w ••• 4 D G A w 7 M M ram.+ kh==][ • •�� W) �• �� w:. GL-A U O �o I :mml U� •� Oho M y.; ••N v�0� 34-1/4"IRK: L MARK: M a b M E' z 11 MARK: K : % :.'.: : :.'.: QUANTITY: 1 QUANTITY: 2 Q " o �;,id QUANTITY: I ' "' ' DRAWINGS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E. Y `� UAAz� e. r z 00 4" x 4" SOUTHERN YELLOW PINE PRESSURE TREATED WOOD MEMBER CONNECTED TO CONCRETE WITH 1/4" DIA. CONCRETE TAPCON WITH 1-1/2" MIN. EMBEDMENT INTO CONCRETE AT 3" FROM WOOD MEMBER ENDS AND AT 6" MAX. O.C. STAGGERED, WOOD MEMBER SHOULD TRANSFER SHEAR LOAD TO MAIN STRUCTURE, WOOD MEMBER NEEDS TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, 1" MINIMUM WOOD EDGE DISTANCE, C90 HOLLOW OR FILLED BLOCK AT JAMBS MIN. f' m= 2000 PSI WOOD SPECIFIC GRAVITY= 0.55 MIN. d • d a... 1/4" SHIM (MAX) "• • EXTERIOR `— 1/4" DIA. ULTRACON BY "ELCO" DIRECTLY INTO 4" x 4" WOOD MEMBER, 1-1/2" MINIMUM EMBEDMENT LOCATE MIN. ANCHOR AT 6" MAX. FROM ENDS AND 24" MAX. O.C. (INTERMEDIATE ANCHORS), (2) ANCHORS AT 10" MAX. O.C. AT MEETING STILE ENDS, 2-1/2" MIN. WOOD MEMBER SPECIFIC GRAVITY=0.55 A JAMB CONNECTION DETAIL SCALE: N.T.S. 1/4" DIA. ULTRACON BY "ELCO" THRU Ix BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBEDMENT LOCATE ANCHOR AT 6" MAX. - FROM ENDS AND 24" MAX. O.C. (INTERMEDIATE ANCHORS) CLUSTER OF 2-1/2" MIN. CONCRETE EDGE DISTANCE fc=3000 PSI MIN. cz iz x •• .� i i • :'•i•:•.• •. W •:' v • • • • • • • • 2-1/2" MIN. • .. . SILL JCONNECTION DETAIL 0 : e k• C : N.T.S. • •• •• • • • •• •• ••• • • • ••• • • QIz 4" x 4" SOUTHERN YELLOW PINE PRESSURE TREATED WOOD MEMBER CONNECTED TO CONCRETE WITH 1/4" DIA. CONCRETE TAPCON WITH 1-1/2" MIN. EMBEDMENT INTO CONCRETE AT 3" FROM WOOD MEMBER ENDS AND AT 6" MAX. O.C. STAGGERED, USE CLUSTER OF (4) ANCHORS @ 3" O.C. AT MULLION ENDS WOOD MEMBER SHOULD TRANSFER SHEAR LOAD TO MAIN STRUCTURE, WOOD NEED TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, V MINIMUM WOOD EDGE DISTANCE, C90 HOLLOW OR FILLED BLOCK AT JAMBS MIN. f' m= 2000 PSI WOOD SPECIFIC GRAVITY = 0.55 MIN 1/4" DIA. ULTRACON BY "ELCO" DIRECLY CONNECTED TO 4" x 4" WOOD MEMBER, 1-1/2" MIN. EMBEDMENT LOCATE ANCHOR AT 6" MAX. FROM ENDS AND 24" MAX. O.C. — (INTERMEDIATE ANCHORS), V MIN. WOOD EDGE DISTANCE. WOOD MEMBER SPECIFIC GRAVITY=0.55 CGI 1" x 4" x 1/8" TUBE MULLION NOA No. 15-0420.08 ATTACHED TO SUBSTRATES AT EACH END WITH (2) 1/4" DIA. ELCO ULTRACON THRU ALUMINUM CLIPS, 1-1/2" MINIMUM EMBEDMENT INTO WOOD BUCK AT HF A T AND THRU Ix WOOD BUCK WITH 1-1/4" MIN. COI EMBEDMENT AT SILL CONNECTION WOOD SPECIFIC GRAVITY=0.55 MIN. ALUMINUM EDGE DISTANCE= 1/2" MIN. WOOD EDGE DISTANCE= V 2-1/2" MIN. CONCRETE EDGE DISTANCE AT SILL fc=3000 PSI MIN. I x 4 SOUTHERN YELLOW PINE PRESSURE TREATED WOOD BUCK CONNECTED TO CONCRETE WITH 1/4" DIA. "ELCO ULTRACON" WITH 1-1/2" EMBEDMENT INTO CONCRETE AT 3" FROM BUCK ENDS AND AT 8" MAX. O.C. BUCK SHALL TRANSFER SHEAR LOAD TO MAIN STRUCTURE, BUCKS NEED TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, 1" MINIMUM WOOD EDGE DISTANCE WOOD SPECIFIC GRAVITY = 0.55 MIN #14 SMS OR SELF DRILLING SCREW WITH O) THREADS MINIMUM PENETRATION, LOCATE ANCHOR AT 6" MAX. FROM ENDS AND 24" MAX. O.C. (INTERMEDIATE ANCHORS), (2) ANCHORS AT 10" MAX. O.C. AT MEETING STILE ENDS, 3/4" MIN. ALUMINUM EDGE DISTANCE 2-1/2" MIN. '. s •�° N 8" 1" HEAD CONNECTION DETAIL SCALE: N.T.S. VERTICAL MULLION DETAIL SCALE: N.T.S. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com 0 3 D �7-00i6 YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M_ M M Q V O W rn a x O Q O F Q M N r1 O 0 0. CONNECTION DETAILS �III� 1-1/2" MIN. 4" x 4" SOUTHERN YELLOW PINE PRESSURE TREATED WOOD MEMBER CONNECTED TO CONCRETE WITH 1/4" DIA. CONCRETE TAPCON WITH 1-1/2" MIN. EMBEDMENT INTO CONCRETE AT 3" FROM WOOD MEMBER ENDS AND AT 6" MAX. O.C. STAGGERED, WOOD MEMBER SHOULD TRANSFER SHEAR LOAD TO MAIN STRUCTURE, WOOD NEED TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, 1" MINIMUM WOOD EDGE DISTANCE, C90 HOLLOW OR FILLED BLOCK AT JAMBS MIN. f' m= 2000 PSI WOOD SPECIFIC GRAVITY = 0.55 MIN 1/4" SHIM (MAX) EXTERIOR A JAMB CONNECTION DETAIL SCALE: N.T.S. 1/4" DIA. ULTRACON BY "ELCO" DIRECTLY CONNECTED INTO 4" x 4" WOOD MEMBER, 1-1/2" MIN. EMBED INTO WOOD MEMBER AT 6" MAX. FROM ENDS AND AT 17" MAX. O.C. 1" MIN. WOOD EDGE DISTANCE 4" x 4" WOOD MEMBER SPECIFIC GRAVITY=0.55 4" x 4" SOUTHERN YELLOW PINE PRESSURE TREATED WOOD MEMBER CONNECTED TO CONCRETE WITH 1/4" DIA. CONCRETE TAPCON WITH 1-1/2" MIN. EMBEDMENT INTO CONCRETE AT 3" FROM WOOD MEMBER ENDS AND AT 6" MAX. O.C. STAGGERED, WOOD MEMBER SHOULD TRANSFER SHEAR LOAD TO MAIN STRUCTURE, WOOD NEEDS TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, V MINIMUM WOOD EDGE DISTANCE, C90 HOLLOW OR FILLED BLOCK AT JAMBS MIN. f' m= 2000 PSI WOOD SPECIFIC GRAVITY = 0.55 MIN 1/4" DIA. ULTRACON BY "ELCO" THRU 1BY WOOD BUCK INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. AT 6" MAX. FROM ENDS AND AT 17" MAX. O.0 2-1/2" MIN. CONCRETE EDGE DISTANCE CONCRETE fc=3000 PSI MIN. I x 4 SOUTHERN YELLOW PINE PRESSURE TREATED WOOD BUCK CONNECTED TO CONCRETE WITH 1/4" DIA. "ELCO ULTRACON" WITH 1-1/2" EMBEDMENT INTO CONCRETE AT 3" FROM BUCK ENDS AND AT 8" MAX. O.C. BUCK SHALL TRANSFER SHEAR LOAD TO MAIN STRUCTURE, BUCKS NEED TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, V MINIMUM WOOD EDGE DISTANCE WOOD SPECIFIC GRAVITY = 0.55 MIN • ••• • ••• • • • • • • • • • • • _T • e • •• • • • • • 8" SILL CONNMCTION b13TML Qp SCALE: N.T.E. • • • 0 • 090 0 0 0 ••• 0 • 8" V MIN 2-1/2" MIN. 1" MIN. 1/4" DIA. ULTRACON BY "ELCO" DIRECTLY CONNECTED INTO 4" x 4" WOOD MEMBER 1-1/2" MIN. EMBED INTO WOOD AT 6" MAX. FROM ENDS AND AT 24" MAX. O.0 1" MIN. WOOD EDGE DISTANCE 4" x 4" WOOD MEMBER SPECIFIC GRAVITY OF 0.55 MIN. SILL CONNECTION DETAIL SCALE: N.T.S. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com d3'a7-201,6 YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M m cn M .. A U ¢o O W � a � x C*n 7zNa"' CONNECTION DETAIL onm �11111 �NII • ' ... 1-1/2" MIN. 2-1/2" MIN. 4" x 4" SOUTHERN YELLOW PINE PRESSURE TREATED WOOD MEMBER CONNECTED TO CONCRETE WITH 1/4" DIA. CONCRETE TAPCON WITH 1-1/2" MIN. EMBEDMENT INTO CONCRETE AT 3" FROM WOOD MEMBER ENDS AND AT 6" MAX. O.C. STAGGERED, WOOD MEMBER SHOULD TRANSFER SHEAR LOAD TO MAIN STRUCTURE, WOOD NEED TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, 1" MINIMUM WOOD EDGE DISTANCE, C90 HOLLOW OR FILLED BLOCK AT JAMBS MIN. f' m= 2000 PSI WOOD SPECIFIC GRAVITY = 0.55 MIN 11 1/4" SHIM (MAX) EXTERIOR JAMB CONNECTION DETAIL SCALE: N.T.S. ° O 1/4" DIA. ULTRACON BY "ELCO" DIRECTLY CONNECTED INTO 4" w x 4" WOOD MEMBER, 1-1/2" MIN. EMBED INTO WOOD MEMBER X AT 6" MAX. FROM ENDS AND AT 17" MAX. O.C. w 1" MIN. WOOD EDGE DISTANCE 4" x 4" WOOD MEMBER SPECIFIC GRAVITY-0.55 MIN. 4" x 4" SOUTHERN YELLOW PINE PRESSURE TREATED WOOD MEMBER CONNECTED TO CONCRETE WITH 1/4" DIA. CONCRETE TAPCON WITH 1-1/2" MIN. EMBEDMENT INTO CONCRETE AT 3" FROM WOOD MEMBER ENDS AND AT 6" MAX. O.C. STAGGERED, WOOD MEMBER SHOULD TRANSFER SHEAR LOAD TO MAIN STRUCTURE, WOOD NEEDS TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, V MINIMUM WOOD EDGE DISTANCE, C90 HOLLOW OR FILLED BLOCK AT JAMBS MIN, f' m= 2000 PSI WOOD SPECIFIC GRAVITY = 0.55 MIN 1/4" DIA. ULTRACON BY "ELCO" THRU 1BY WOOD BUCK INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. AT 6" MAX. FROM ENDS AND AT 17" MAX. O.0 2-1/2" MIN. CONCRETE EDGE DISTANCE CONCRETE fc=3000 PSI MIN. • • • • • • • • • • • • •.• SILL CON1 CTION NUPOL SCALE: N.T. • • ••• •• • • • • • • • •• •• 000 0 0 0 ••• • • #14 SMS OR SELF DRILLING SCREW WITH (3) THREADS - MINIMUM PENETRATION, LOCATE ANCHOR AT 6" MAX. FROM ENDS AND 17" MAX. O.C. (INTERMEDIATE ANCHORS), 3/4" MIN. ALUMINUM EDGE DISTANCE 1 x 4 SOUTHERN YELLOW PINE PRESSURE TREATED WOOD BUCK CONNECTED TO CONCRETE WITH 1/4" DIA. "ELCO ULTRACON" WITH 1-1/2" EMBEDMENT INTO CONCRETE AT 3" FROM BUCK ENDS AND AT 8" MAX. O.C. BUCK SHALL TRANSFER SHEAR LOAD TO MAW STRUCTURE, BUCKS NEED TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, V MINIMUM WOOD EDGE DISTANCE WOOD SPECIFIC GRAVITY = 0.55 MIN CGI 1" x 4" x 1/8" TUBE MULLION NOA No. 15-0420.08 ATTACHED TO WOOD BUCKS AT EACH END WITH (2) 1/4" DIA. ELCO ULTRACON THRU ALUMINUM CLIPS, 1-1/2" • MINIMUM EMBEDMENT INTO WOOD MEMBER WOOD SPECIFIC GRAVITY--0.55 MIN. ALUMINUM EDGE DISTANCE= 1/2" MIN. WOOD EDGE DISTANCE= 1" #14 SMS OR SELF DRILLING SCREW AT 6" MAX. FROM ENDS AND 24" MAX. O.C. (INTERMEDIATE ANCHORS) 3/4" MIN. ALUMINUM EDGE DISTANCE O X w 8" 2-1/2" MIN. V MIN. 1/4" DIA. ULTRACON BY "ELCO" DIRECTLY CONNECTED INTO 4" x 4" WOOD MEMBER 1-1/2" MIN. EMBED INTO WOOD AT 6" MAX. FROM ENDS AND AT 17" MAX. O.0 1" MIN. WOOD EDGE DISTANCE 4" x 4" WOOD MEMBER SPECIFIC GRAVITY OF 0.55 MIN. SILL CONNECTION DETAIL SCALE: N.T.S. HORIZONTAL MULLION DETAIL SCALE: N.T.S. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M m M M V 0 O En a �x >CIO zg� O 4 0. CONNECTION DETAILS �11111 IIII General Window Sections t U .6 3 0 .0 C cp CH M CO 1-1 In N 0 o� X V (Optional) 0 1/2" (typ. flonge) 4 SEE SHEETS 3 & 4 rOR CUSS OPTIONS (Optionol) (V • • • • • • • e x t e r i o r JB Daylight 3 9/16 Opng. Window Width (Optional) T Standard• 12•Psf• gill. ••• •Optional 15 PSF Water Bar Adaptors • • • • • • • Can not be used with lock type 6 . • . . • . • . YP O FRAME AND VENT DETAILS FOR GLASS TYPES 1 & 2.1 4%V [SEE SHEETS 3 & 4 FOR CAPACITIES. 11 F(a Installation Screws (Refer to sheets 5, 6 & 7 for spacing information) Daylight \�J Opng. 3 9/16" Window Width INSTRUCTIONS FOR USING CAPACITY CHARTS• STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW OPENING. s STEP 2 DETERMINE THE CAPACITY OF THE WINDOW = SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON SHEETS 3 AND 4. 30 STEP 3 DETERMINE THE ANCHOR CAPACITY FROM SHEET 7 C FOR SINGLE OPENINGS, APPLICABLE TO ANCHORS TYPE 3 A. B OR C SHOWN ON SHEETS 5 AND 6. STEP 4 IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK INSTALLATION CAPACITY FROM SHEET 9. STEP 5 FOR UNCUPPED MULLED WINDOWS DETERMINE MULLION/MULLION ANCHORS CAPACITY FOR 1X4 TUBE MULLION FROM CHARTS ON SHEET 8. STEP IF ALUMINUM BUCKS ARE USED DETERMINE BUCK ANCHORING REQUIREMENTS FROM CHARTS ON SHEET 10. THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBTAINED FROM STEP 1. SERIES '360' ALUMINUM SINGLE HUNG WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDe COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ox. = X 10 E Window Width I Typical Elevation THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PRODUCT REVISED LOADS TO THE STRUCTURE. e3 carnplying with the Florlds Engr. JAVAD AHMAD Building Code CIVIL ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS Acceptarcc TQo l l•D �A PE 70592 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCOA ' Iralion Data AC.N.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE By_ NOT PART OF THIS APPROVAL.. Miami adeProducl A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMMAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 0 P 0� 0 ti a ci Q N OIL it O 03 t. N LL U3 .r o drawing no. W05-04 sheet 1 of 10 in SEE SHEETS 3A & 4A FOR GLASS OPTIONS of Insulated Lominoted • V. • • • a • • • ••• • Standard• 12• Psf Sill• ••• Optional 15 PSF Water Bar Adaptor • . • • • • • • • • Can not be used with lock type 6Q • • • • • • • • • • • •• •• • • • •• •• FRAME AND VENT DETAILS FOR GLASS TYPES 3, 3A, 4 AND 4A SEE SHEETS 3A & 4A FOR CAPACITIES. OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE GLASS TYPES. Installation Screws (Refer to sheets 5, 6 & 7 for spacing informotion) CML 6" max. Window Width max n Typical Elevation PRODUCT REVISED as complying with the Florida Buildias code 051 Z.0 AeeepUnco No ` Exoiradon Dato N drawing no. W05-04 sheet 1A of 10 Bill of Materials ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS 1 W23201 NG AS REQD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL 2 CGI-612P AS REQD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK 3 1 # 146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REQD. GLAZING GLASS VARIES 5 N/A 1 COMPLETE SCREEN ALUM/MESH 6 CGI-615C & 616C 1 OR 2 COMBINATION EGRESS LOCK AND LIFT/PULL ATTACHED W/(2) #8 X 5/8" FH SMS ZINC CUSTOM CASTING 1 ® WOWS. 28" WIDE & SMALLER 2 ® WOWS. OVER 28" WIDE 7 A30700 & C30705 1 OR 2 OPTIONAL SWEEP LOCK & KEEPER (replaces item 6) ATTACHED W/(4) #6 X 5/8" FH SMS ZINC TRUTH HARDWARE OR EQUIV. 1 ® WOWS. 28" WIDE & SMALLER 2 ® WOWS. OVER 28" WIDE 8 18-11—xX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 ® WOWS. 28" WIDE & SMALLER 2 0 WOWS. OVER 28" WIDE 9 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES (B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB 12 CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING 17 Cd I-620C .2. . . OpRRIER SIGSTEM ZINC CUSTOM CASTING OPTIONAL - BALANCE ATTACHES TO IT 18 N/A ', 19 .': S/dJ1 &SEMBLY SCREWS S/S VARIES #10 X 1 1/4' PH SMS (2 PER CORNER) 19 N/A " Y2 " FEZA CASSEMBLY SCREWS S/S VARIES #10 X 1 1/4" PH SMS (2 PER CORNER) 20 1 CGI-382V AS REQD. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS 21 VARIES AS'� RFQjh: i9TU J45AL;S�ICONE SILICONE 3 SILICONES GE-1200, GE-2000, do DOW 995 22 CGI-632 1* OR 2 ComBOATiOtl EGRESS WB LOCK & LIFT/PULL ATTACHED W/(2) #8 X 5/8 FH SMS ZINC CUSTOM CASTING (FOR USE WITH WATERBAR) 1 ® WOWS. 28" WIDE & SMALLER 2 ® WDWS. OVER 28" WIDE 23 - ; 2/; LIT 2;E1JIN0 BLDCKS lEPDM - DUROMETER 85t5 SHORE A ... . . •. .. . t . .. .. . ... . . pRADUCC REVISED as complying with the Flaridx Acre to (.Ode 4012.O Acceptance No 1 W iL Ex imlion Data By Miam' ade Product O 3 H 11 CIL 01 o 00 08 A pjQa0 QQ 5. U. 3 n o � 3 cD o ot7j = Ow Cn M NN-2 3 M o 3M a to Z Z ji. V U�:20 a r W W 0 W 2 2 M Z drawing no. W05-04 sheet 2 of 10 1 �3.572 -3.597 n N o Q Ln pO Z NUi 0) 08 8N N H 60 N d n. U �---- 3.452 d(X Qot v. 600-Frome Head 601-Frame Sill 602-Frome Jamb 6063-T6 6063-TG 6063-T6 CY o 0 -1.326 r--1,701 VENT SHAPES FOR GLASS TYPES 1 & 2 - M o T z3 N t.090 0 �L z L Q Nto to 085 to N .080 c Q N N 080 N _ N L N `~ _ �o I N � N �--- 1.701--i U .778 � v -.832- 3 604-Horiz. Rail 605-Fixed Intick, 606-Moving Intick 607-Side Rail 609-Glzg. Bead 3 (n 00 6063-T6 6063-T6 6063-T6 -Of z Ow 2.126 VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A U_ 1.326 1.326-1 � ,088 N °� 17 I a � N^ 070 1.777----1 Q - K) 1.632 I a �n .085 2,040 .100 2.507 .080 2.507 -i -.258 1.636 1.632 3.134 1.326 .062 T_ o " 940 .960 .940� 0 V) V O 1.- .070 � .957 1.701 629-Glzg. Bead 630-Glzg. Bead 625-Horiz. Roil 626-Fixed Intick. 627-Moving Intick 628-Side Rail 6063-T6 6063-T6 o 0 o w 6063—T6 6063—T6 _ 6063—T6 For Gloss Types 4 do 4A For Gloss Types 3 do 3A o @ X 7 R La .135 .325 $ 1.094 o 20�$og �. 99 •• •• • • • • • •• V 0 U O W 4 •• •• •. 0;5 • •• Engr. JAVAD AHMAD PRODUCT REVISED CML as complying with the Florida i • • • • i • � i • • • • � • F1.A- PE 4N*Q� 9Y BUildiDg COdC oAcccptance No �5 Z•� }' • : : • • • � • • : : iration Date .382 H38 .. • .375 _ • • • By v bar •�• •631•- o4er 0 2015 611—WoterM10ro �0 u�CO drawing no. 6063—T5 : 5 : W05-04 • • • • sheet 2A of 10 N 1/8 b Ann. Glass .090' Interlayer SentryGlas By 'Kuraray America. Inc.' .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' .100" Interloyer Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' (D m 1 /8" Ann. Glass a3 Silicone N ° GE-1200 GE-2000 DOW-995 23 At 1 /4 Points On Lites Wider Than 36" Glass Type "1" 5/16" Nominal Glass Annealed/Annealed EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE '1' GLASS TYPE WIDTH HEIGHT EXT.(+) 1 NT.(-) EXi.(+) 1 NT.(-) 24" 30' 32' 36' 42' 48" 54' 48" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 180.0 100.0 210.0 100.0 144.0 100.0 210.0 100.0 120.0 100.0 200.0 100.0 102.9 100.0 171.4 24" 30" 32" 36' 42' 48' 54" 60• 100.0 210.0 100.0 210.0 100.0 199.7 100.0 210.0 100.0 190.3 100.0 210.0 100.0 164.3 100.0 210.0 100.0 128.0 100.0 210.0 100.0 104.7 100.0 120.0 88.6 88.6 100.0 120.0 24' 30" 32' 36" 42" 48' 54" 72 100.0 201.1 100.0 210.0 100.0 162.1 100.0 210.0 100.0 167.6 100.0 210.0 100.0 150.7 100.0 210.0 100.0 120.0 100.0 1 120.0 96.0 96.0 100.0 120.0 80.0 80.0 100.0 120.0 2e 30" 32" 36" 42' 48' 54" 84" 100.0 179.1 100.0 240a 100.0 143.4 6190.0' 230,q 100.0 135.3 100.b` 218.b -100.0 120.0 100.0 120.0 100.0 10%16 ltob 120.0 85.6 85.8• 1Re. 0 114 74.8 74.8' 100.0 1, 1200 1 /8" HS Glass .090" Interloyer SentryGlas By 'Kuraray America. Inc.' .075" Interlayer Sotlex CP With PET Core By 'Eastman Chemical Co.' .100" Interloyer Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' -1 /8" HS Glass Silicone GE- 1200 GE-2000 DOW-995 23 At 1 /4 Points On Lites Wider Thon 36" Glass Type "2" 5/16" Nominal Glass HS/HS EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 24' 30" 32' 36" 42' 48' 54' 96' 100.0 161.9 100.0 210.0 100.0 118.8 100.0 120.0 100.0 111.9 100.0 120.0 100.0 101.5 100.0 120.0 85.4 85.4 100.0 120.0 76.2 76.2 100.0 120.0 68.9 68.9 100.0 120.0 24" 30" 32' 36" 42' 48' 108" 100.0 142.4 100.0 210.0 100.0 102.2 100.0 120.0 94.9 94.9 100.0 120.0 85.9 85.9 100.0 120.0 75.3 75.3 100.0 120.0 68.6 68.5 100.0 120.0 24" 30" 32' 36' 42' 120" 100.0 120.0 100.0 120.0 90.7 90.7 100.0 120.0 83.6 83.6 100.0 120.0 75.9 75.9 100.0 120.0 66.4 66.4 100.0 120.0 NOTE: • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • ••• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) :.`•: : :.`.: AND FLORIDA BUILDING COMMISSION • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 Supplemental Test Results for: Air Infiltration - Water Leakage Resistance - Forced Entry Test Type and Method Results Air Infiltration Test (ASTM-E283) 0 1.57 psf pressure differential PASSED ( .044 C.F. / Min / Sq Ft ) 0 6.24 psf pressure differential PASSED ( .076 C.F. / Min / Sq Ft ) Water Leakage Test (ASTM-E331) No leakage allowed without waterbor adaptor PASSED 0 12.0 PSF with waterbor adaptor PASSED 0 15.0 PSF Forced Entry Resistance test PASSED (ASTM F588 do Grade 10) EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/8- 26-1/2" 37" 53-1/8" 26" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 171.1 100.0 210.0 19-1/8' 26-1 /2" 37" 53-1 /8" 38-3/8" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 197.2 100.0 210.0 100.0 124.1 100.0 205.9 19-1/8" 26-1/2" 37' 53-1/8' 50-5/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 168.3 100.0 210.0 100.0 101.2 100.0 168.7 19-1/8" 26-1/2' 37" 53-1/8' 63" 100.0 210.0 100.0 210.0 100.0 207.5 100.0 210.0 100.0 154.9 100.0 210.0 88.1 88.1 100.0 120.0 19-1/8' 26-1/2' 37" 53-1 /8' 72" 100.0 210.0 100.0 210.0 100.0 181.5 100.0 210.0 100.0 146.8 100.0 210.0 82.0 82.0 100.0 120.0 19-1/8" 26-1/2" 37' 53-1 /8" 76" 100.0 210.0 100.0 210.0 100.0 171.4 100.0 210.0 100.0 136.6 100.0 210.0 80.0 1 80.6 100.0 120.0 All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+) LOADS TO 80.0 PSF width O QCr 2 rn N O Q :3 w Equal Lite Window PRODUCT REVISED as complying with IM Fladit Building Coda Acceptance No%s'OS12 •0 17 ExDimtion Date i um WX,�WOY.- CML FIA. PE. / 70592 02015 Z 9 n � O ev0> 0aao 0��� L4 LL Z � 5 �m o � N N o o W U drawing no. W05--04 sheet 3 of 1 C 0 NOTE:_ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE W GIASS TYPE '3A' GLASS TYPE '4' GLASS TYPE '4A' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) 24" 30" 32" 36" 42" 48" 54" 48" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 1 DO.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 1 210.0 100.0 210.0 100.0 208.2 100.0 210.0 100.0 210.0 100.0 210.0 100.0 175.9 100.0 200.0 100.0 200.0 100.0 200.0 100.0 158.6 100.0 171.4 100.0 171.4 100.0 171.4 100.0 139.5 24" 30" 32' 36" `42" 48' 54' 60" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 1 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 202.2 100.0 210.0 100.0 210.0 100.0 210.0 , 100.0 174.5 100.0 210.0 100.0 210.0 100.0 210.0 100.0 153.8 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 106.3 24" 30" 32" 36' 42" 48' 54" 72" 100.0 210.0 100.0 210.0 1 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.2 100.0 210.0 100.0 191.2 100.0 210.0 100.0 178.0 100.0 210.0 100.0 198.4 100.0 210.0 100.0 160.1 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 109.5 100.0 120.0 100.0 120.0 100.0 120.0 90.5 90.5 24" 30" 32" 36" 42" 48" 54' 84 " 100.0 210.0 100.0 210.0 100.0 210.0 100.0 190.2 100.0 210.0 100.0 210.0 100.0 210.0 100.0 152.3 100.0 210.0 100.0 210.0 100.0 210.0 100.0 143.7 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 112.7 100.0 120.0 100.0 1 120.0 100.0 120.0 90.9 90.9 100.0 120.0 100.0 120.0 100.0 120.0 80.6 80.6 24" 30' 32" 36" 42" 48" 54' 96" 1 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 118.9 100.0 120.0 100.0 120.0 100.0 120.0 100.0 107.8 100.0 120.0 100.0 120.0 100.0 120.0 90.8 90.8 100.0 120.0 100.0 1 120.0 100.0 1 120.0 80.9 80.9 100.0 120.0 1 G&O • 4116 • 100.0 .l. i20.9 • 73.2 73.2 24" 30" 32' 36' 42" 48" 108" 100.0 210.0 1QO.0 1 .C• 000• 110:0 100.0 151.2 100.0 120.0 496.0. 32d.Q: 19(7.0: 32Q.9100.0 108.6 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 100.0 120.0 10Q.o• 12Q.0 JgQ.0 1 Z0.0 91.2 91.2 100.0 120.0• 3 OOb 1 124.0• 19d.0 326.0: :50.0 80.0 100.0 120.0 -100. • 1 112.2• 400.0 420.0• •72.9 72.9 24' 30" 32" 36" 42" 120- 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 1DO.0 120.0 96.4 96.4 100.0 120.0 1 0.0- 12 .0• -1000-120.0• 88.8 88.8 100.0 120.0 004 '144 :100:) ;;Op: 80.6 80.6 100.0 120.0 100.0 114.1 100.0 120.0' 70.E 70.E 3/16" HS Glass Type "3" 1 /8" H 3/8" Air Space 1/8" HS XL EDGE SPACER ST. STEEL BY 'CARDINAL' DURASEAL BY 'OUANEX' OR R SPACER BY 'QUANEX' Glass Type "4" .090" Interlayer SentryGlas By 'Kuroray America, Inc: .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' 1 DO" Interloyer Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' f�3/16" HS Silicone GE-1200 GE-2000 DOW-995 At 1/4 Points On Lites Wider Than 36" .090" Interloyer -SentryGlas By 'Kuroroy Americo, Inc.' .075" Interloyer - Saflex CP With PET Core By 'Eastman Chemical Co' .100" Interlayer Saflex HP Clear or Color Gloss By 'Eastman Chemical Co.' ,1-'--1 /8" HS Silicone �- GE-1200 GE-2000 DOW-995 At 1/4 Points All Sizes 3/ 16" Glass Type "3A" _1 /8" ANN 3/8" Air Space 1 /8" AN XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEW OR SUPER SPACER BY 'QUANEX' EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE W GLASS TYPE '3A' GLASS TYPE '4' GLASS TYPE '4A' WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) EXr.(+) 1 NT.(-) EXr.(+) 1 NT.(-) 19-1/8- 26-1/2" 37- 53-1/8- 26„ 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 1 210.0 100.0 210.0 19-1/8' 26--1/2" 37" 53-1/8" 38-3/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 206.9 100.0 205.9 100.0 206.9 100.0 206.9 19-1/8" 26-1 /2' 37" 53-1/8' 50-5/8" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 193.1 100.0 168.7 100.0 1 165.7 100.0 168.7 100.0 131.7 19-1/8" 26-1/2' 37" 53-1/8" 63" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 191.9 100.0 210.0 100.0 177.6 100.0 120.0 100.0 120.0 100.0 120.0 100.0 104.5 19-1/8- 26-1/2- 37" 53-1/8" 72" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 192.9 100.0 210.0 100.0 196.5 100.0 210.0 100.0 156.0 100.0 120.0 100.0 1 120.0 100.0 120.0 94.6 94.6 19-1/8" 26-1/2' 37" 53-1/8" 76" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 182.1 100.0 210.0 100.0 194.8 100.0 210.0 100.0 145.1 100.0 120.0 100.0 120.0 100.0 120.0 88.3 88.3 'Glass Type "4A" .090" Interloyer SentryGlos By 'Kuroray Americo, Inc.' .075' Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' .100" Interlayer Soflex HP Clear or Color Glass By 'Eastman Chemical Co.' 3/16" ANN MIS Silicone GE-1200 GE-2000 DOW-995 it At 1/4 Points On Lites Wider Than 36" .090" Interloyer SentryGlas By 'Kuroray Americo, Inc.' .076" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' .100" Interlayer Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' J`-1 /$" ANN Silicone �- GE-1200 GE-2000 DOW-995 At 1/4 Points All Sizes width X v Q � L W Cn O L N ^ O W Equal Lite Window All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+) LOADS TO 80.0 PSF PRODUCT REVISED as complying with the Floft Building Coda Acccptance No 1• 05M 0 6 f iration Date D Y Miam' adc Product Cott gr. JAVAD AHMAD pp%CML �C44 3535 92 02015 J II 0 rn so 7� M A o) 3 "' W W o O� M OLLI r; N M W r 3 "' tot b 03M ZzLL-� N O LW, 5o� N U-�� drawing no. W05-04 sheet 3A of 10 Q 41 1 /8" Ann. Glass .090" Interlayer SentryGlas By 'Kuraray America. Inc.' .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' .100" Interlayer Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' d -1 /8" Ann. Glass m Silicone iV r GE-1200 GE-2000 d DOW-995 23 At 1/4 Points On Lites Wider Than 36" Glass Type "l " 5/16" Nominal Gloss Annealed/Annealed UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TOP VEN HEIGHT GLASS TYPE 'I' GLASS TYPE '2' WIDTH HEIGHT EXT.(+) I 1 MT.(-) EXT.(+) 1 NT.(-) 24" 30" 32" 36" 42" 48" 54" (MAX.) 48" 100.0 161.9 100.0 210.0 100.0 118.8 100.0 120.0 100.0 111.9 100.0 120.0 100.0 101.5 100.0 120.0 85.4 85.4 100.0 120.0 76.2 1 76.2 100.0 120.0 68.9 68.9 100.0 120.0 24" 30" 32" 36" 42" 48" (1M088 .) 54" 100.0 142.4 100.0 210.0 100.0 102.2 100.0 120.0 94.9 94.9 100.0 120.0 85.9 85.9 100.0 120.0 75.3 75.3 100.0 120.0 58.6 65.6 100.0 120.0 24' 30' 32" 36" 42" 120" (MAX') 60' 100.0 120.0 100.0 120.0 90.7 1 90.7 100.0 120.0 83.6 1 83.6 100.0 120.0 75.9 1 75.9 100.0 120.0 66.4 66.4 100.0 120.0 24' 30" 32' 36' 120' (MAX,) 65' 100.0 120.0 100.0 120.0 81.7 81.7 100.0 120.0 77.7 •7ZJ• .100.0 12p.06 67.4• 67.4• 100. - •1241.6 24" 30" 32" 36" 120" (MAX.) 72" 100.0. •11.0 •1V.0' •1 77.1 77.1 100.0 120.0 70.1 70.1 100.0 120.0 60.3: $0.3 :W.0 •120. 24" 30" 32' 120' (MAX') 78" 100. 90. 1 -:)1lb.0 so 71.2 1 71.2 1 &.0 120.0 63.8 63.8 100.0 120.0 1 /8" HS Glass .090" Interloyer SentryGlas By 'Kuraray America, Inc.' .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' .100" Interlayer Saflex HP Clear or Color Gloss By 'Eastman Chemical Co.' 1/8" HS Glass Silicone GE-1200 GE-2000 DOW-995 23 At 1 /4 Points On Cites Thon 36' Glass Type "2" 5/16" Nominal Glass HS/HS 24" 120" S4" 100.0 • t 50.0 100. 20. 30" (MAX.) 66.6 ; •� 1 -20. • • � All values shown are Design PSF (Pounds per Square Foot) UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TOP VENTGLASS HEIGHT TYPE 'I' GLASS TYPE '2' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 1s-1/8' 26-1/2' 37" 53-1/8" 96" (MAX.) 48' 100.0 210.0 100.0 210.0 100.0 138.5 100.0 210.0 99.3 99.3 100.0 120.0 69.8 1 69.8 100.0 120.0 19-1/8" 26-1/2" 37" 108" (MAX') 54" 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 83.6 83.6 100.0 120.0 19-1/8' 26-1/2" 37" 120" (MAX.) 60" 100.0 210.0 100.0 210.0 100.0 108.6 100.0 120.0 73.7 73.7 100.0 120.0 19-1/8" 26-1/2' 37' 120" (MAX.) 66" 100.0 210.0 100.0 210.0 99.5 99.5 100.0 120.0 65.7 65.7 100.0 120.0 19-1/8' 26-1/2' 120■ (MAX.) 72. 100.0 1 210.0 100.0 210.0 93.9 93.9 100.0 120.0 19-1 /8" 26-1/2' 120" (MAX.) 78" 100.0 120.0 100.0 120.0 88.0 88.0 100.0 120.0 19-1/8" 26-1/2" 120" (MAX.) 84. 100.0 120.0 100.0 120.0 79.8 79.8 100.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Supplemental Test Results for: Air Infiltration - Water Leakage Resistance - Forced Entry Test Type and Method Results Air Infiltration Test (ASTM-E283) 0 1.57 psf pressure differential PASSED ( .044 C.F. / Min / Sq Ft ) ® 6.24 psf pressure differential PASSED ( .076 C.F. / Min / Sq Ft ) Water Leakage Test (ASTM-E331) No leakage allowed without woterbar adaptor PASSED ® 12.0 PSF with waterbar adaptor PASSED 0 15.0 PSF Forced Entry Resistance test PASSED (ASTM F588 do Grade 10) pRE)DUCT REVISED as complying with the 11210Ab BlritaiUBCadc 15.p81S.0 Acceptanco No p EXDlraliall Date ode Product Mi Byam (, J VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+) LOADS TO 80.0 PSF to y"V Z P tt a Igo O t Gaaa O ago a LL r ?U1� aW � IlM a 3 n � N C h Or, OLLJ z �N V) 3 03� Z Z L .. 3 C)_ w C> 0� a width N o, Top Vent t Enpr: JAVAD AHMAD CIVIL FLA. PE j 70592 c I I N CAN. 538 This Ute must be Q Hil $ n4i l Equal to or smaller than the Top Lite drawing no. OUL 015 1 W05-04 Unequal Lite Window sheet .4 of 10 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTIR{ E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TOP VENT HEIGHT GLASS TYPE W SLASS TYPE '3A' GLASS TYPE '4' GLASS TYPE '4A' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24" 30' 32" 36" 42' 48' 54" " (MAX.) 48 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 118.9 1 Do.0 120.0 100.0 120.0 100.0 120.0 100.0 107.8 100.0 120.0 100.0 120.0 100.0 120.0 90.15 1 90.8 100.0 120.0 100.0 120.0 100.0 120.0 80.9 80.9 100.0 120.0 100.0 112.6 100.0 120.0 73.2 73.2 24' 30" 32" 36" 42" 48' 1 (MAX.) 54" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 151.2 100.0 120.0 1 100.0 120.0 100.0 120.0 100.0 108.E 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 100.0 120.0 100.0 120.0 100.0 120.0 91.2 91.2 100.0 120.0 100.0 120.0 100.0 120.0 80.0 80.0 100.0 120.0 100.0 112.2 100.0 1 120.0 72.9 72.9 24' 30" 32" 35" 42" 120' (MAX.) 60" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 1 100.0 120.0 100.0 120.0 96.4 96.4 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88.8 100.0 120.0 100.0 120.0 100.0 120.0 80.6 80.6 100.0 120.0 100.0 114.1 100.0 120.0 70.6 70.6 24' 30" 32" 36' 120' (MAX,) 66" 1 DO.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 86.8 86.8 100.0 120.0 100.0 120.0 100.0 120.0 82.6 82.6 100.0 120.0 1 100.0 120.0 100.0 120.0 71.6 1 71.6 24" 30" 32' 36" 120" (MAX.) 72' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 81.9 81.9 100.0 120.0 .109 0• .129.0 1, 109.0. 1$9.0 74.5 74.5 100.0 120.0- 100.0- 1 eef.0• 00.09 .415.2 64.0 64.0 24" 30' 32' 120" (Mo.) 78' 100.0 120.0. 10g O.* '1;§.0- -10§.0: )g8.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 75.6 75.6 100.0 120.0 100.0 120.0 100.0 120.0 67.8 67.8 24" 30" 120" fMAX.1 84- 100.0 12D.CC 1D0.0 ;1:9.0 1 *100.0; el20.0, 100.0 120.0 100.0 1 120.0. 140.0 12 .0. .105.0. 12 .0. 70.7 70.7 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 3/ 16" HS Glass Type "3" 1/8" HS 3/8" Air Space 1 /8" HS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' Glass Type "4" .090" Interloyer SentryGlas By Kuraray Americo, Inc.' .075' Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' .100" Interloyer Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' 3/16" HS r Silicone GE- GE-2000 DOW-995 At 1/4 Points On Lites Wider Than 36" .090" Interloyer --SentryGlas By 'Kuraray America, Inc.' .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' .100' Interloyer - Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' 3/ 16" AN Glass Type "3A" 1 /8" AN 3/8" Air Space 1 /8" AN 1 /8" HS XL EDGE SPACER 'CARDINAL' iht ST. STEEL BY Silicone OR GE-1200 DURASEAL BY 'QUANEX' GE-2000 OR DOW-995 SUPER SPACER BY 'QUANEX' At 1/4 Points All Sizes Glass Type "0" UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TOP VE HEIGHT GLASS TYPE '3' LASS TYPE '3A' GLASS TYPE '4' LASS TYPE '4A' WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(=) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 19-1 /8" 26-1/2" 37" 53-1 /8- 96" (MAX) 48" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 147.1 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.5 100.0 120.0 100.0 114.4 100.0 1 120.0 74.2 74.2 19-1/8" 25-1/2" 37" 108" (Mm•) 54' 100.0 210.0 t00.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88.8 19-1/8' 26-1/2" 37" 120' (MAX.)1 60' 100.0 210.0 100.0 204.2 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 115.4 100.0 120.0 100.0 120.0 100.0 120.0 78.3 78.3 19-1/8' 26-1/2" 37- 120' (kW') 66" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.7 100.0 120.0 100.0 120.0 100.0 120.0 69.8 69.8 19-1/8' 26-1/2" 120• (MAX.) 72" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 99.8 99.8 19 -1 /8' 26-1/2" 120" (MAX.) 78" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 203.3 100.0 120.0 100.0 120.0 100.0 120.0 93.5 93.5 19-1/8' 26-1/2' 120• (MAX.) 84" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 163.5 100.0 120.0 100.0 120.0 1 100.0 120.0 84.8 84.8 .090" Interloyer SentryGlas By 'Kuroroy Americo, Inc.' .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' .100" Interloyer Saflex HP Clear or Color Glass By 'Eastman Chemical Co: /16" ANN 1 Silicone �- GE-1200 GE-200D DOW-995 At 1/4 Points On Lites Wider Than 36" 090" Interloyer SentryGlas By 'Kuraray America. Inc.' .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' 100" Interloyer Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' �j�-1 /8" ANN Silicone �- GE-1200 GE-2000 DOW-995 At 1/4 Points All Sizes PRODUCT REVISED as complying with dw Flat ide Building Code Acceptance No -0512- F iration Date Q Mi+un' aeePro uctCon001 width N m cn t 3 rn to �. cD it o O M = Ow LLJ C3V Z old /5 x N o I c 03M � rn M Z Z L .� W 0 7 v N 8-2 oo. 4-1 Top Vent `o Q o i c ME a�a�Y O i =� This Ute must be N 9-1 LL Equal to or smaller a, d than the Top Lite o o - g Unequal Lite Window All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+) LOADS TO 80.0 PSF Engr. JAVAD AHMAD CIVIL FLA. PE f 70592 Q*N. 353E JULW drawing no. $ 0 2015 11 W05 04 of y"RV Installation Type "A" w/ 1 x 4 Beveled P.T. Wood Buck 1 /4" Dio. Flat Head Ultracon Or Kwik-con (or equal) Buck bed in seolont (typ) Sealant (typ) Ee IMPORTANT NOTE: Wood Bucks must sustain loods imposed by glazing system and transfer them to the building structure. E MR 3 1 /2" Min. 2 3/4" 1 x 4 Beveled P.T. Wood Buck (typ.) Sealant Min. d' V Optional Pre -Cast SIII :.: . .. .. . . . .. .. ... . . . ... . . Optional J Non -beveled Wood Buck (dotted) TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fya155 KSI) 1/4" DIA. HILTI KWIK--CON II (Fu-163 KSI, Fy-157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ,,tZ-- CL n 1-1/2" MIN. PENETRATION INTO WOODLcjL THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE OR FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK �1/4" DIA. _TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.. .. CONCRETE AT HEAD, SILL OR JAMBS f'c - 300D PSI MIN. C-90 FILLED BLOCK AT JAMBS .f'm = 2060 PSI MIN. Values for Installation Type "A" apply to the following installation types, with maximum shim space 1 /4": 1- Using 1 by P.T. wood bucks, min. 3/4" thick, 2- Directly into masonry, without the use of wood bucks. 3- Directly into o steel or aluminum structure Min. 1/8" thick and using #14 Teks or Self drilling screws. Structure must be designed by others to sustoin the loads imposed by the window. PRODUCT REVISED ns complying with the Florida CML FIJ� .PE 7 .A.N. 35,3a Bui1dwgCbde t5.o5J2.0 Acceptanec No E ration Date Z _��Aiiii� .Ln lu1 2015 mi N 3 o cn � � o Ob O w LLJ z 04d 3 N ,��,� 003M Zz�u� .. 30_ g 93 Oog U .- E w � W W W R� C9 drawing no. W05-04 sheet 5 of1C Installation Type "B" w/ 2 x 4 Beveled P.T. Wood Buck Buck bed in sealant (typ) s• 1 /4" Dia. Flat Head Ultracon/Kwik—Con (or Equal) 1-1/2" Min. Wood Embed 4 a' Sealant (typ) O 0 A A ` E r o a 3 1/2" Min. CV M r I 2 3/4" 2 x 4 Beveled P.T. Wood Buck (typ.) 2 3/4' • •• • • • : - • • •. p Min. ... . . . . .•. . • . Optional Pre —Cast Silt .. •. . . . .. ..000 Optional Non —beveled Wood Buck (dotted) Installation Type "C" based on wood penetration only using 1 x 4 or 2 x 4 wood bucks Buck bed in sealant (typ) 1 /4" Dio. Flat Head Teks Or 1 /4" Dio. Ultracon/Kwik—Con Fasteners 1 1/2" Min. Total Wood Penetration Sealant (typ) 0 1 x 4& 2 x 4 P.T. Wood Buck (typ) 0 a t r u e t u r e 1 I I l_ fN E See Installation Types "A" & "B" for 1 x 4& 2 x 4 P.T. Wood Buck Styles IMPORTANT NOTE: Wood Bucks must sustain loads imposed by glazing system and transfer them to the building structure. PRODUCT REVISED as complying with the Florida Buiidiag Code Acceptance No t5'0512.o Ex imlion Date By " l c toduct Optional Non —beveled Wood Buck (dotted) at.ru clure Engr: JAVAD AHMAD CML PE 7D592 A.H. 5 13 4%0 IIIM 3 rn OL O ►� zold N (nJI: N ^ o3M CI. 3 0 O M i _05" drawing no. W05-04 sheet 6 of 10 . ANCHORS DESIGN LOAD CAPACITY - PSF SM. HOLE PATTERN STD. WINDOW DIMS. NO. OF ANCHORS N/0 ADDL. ANCHOR ) WIDTH HEIGHT AT JAMB EXT.(t) do INT.(-) EXT 24" 210.0 30' 210.0 32" 210.0 36" 48. 4 210.0 42" 201.8 48" 175.7 54" 147.2 24' 210.0 30" 193.7 32" 185.5 {� 36' 60. 4 170.9 �I 42" 152.9 48. 138.4 54" 126.3 24" 210.0 J 30" 210.0 32" 210.0 72" 6 36" 201.8 42' 181.6 48' 145.3 54" 117.2 24' 210.0 30" 189.5 32" 180.3 36" 84' 6 165.1 42" 148.2 48" 135.4 54" 111.2 24" 194.6 30" 161.4 32" 153.2 36' 96. 6 139.7 42" 124.5 48' 113.5 54" 104.8 24' 210.0 30" 187.5 32" 177.7 108' B 36" 161.4 42' 143.1 0. 129.7 24" 201.8,.** 30" 166.0 • 32' 120' 8 157.200 36 142.4 42' 125.8 • • .. HOLE PATTERN TTR ADDL. ANCHOR .(+) do INT.(-) 210.0 210.0 210.0 210.0 210.0 210.0 206.4 210.0 210.0 210.0 210.0 191.2 173.0 157.9 210.0 210.0 210.0 210.0 210.0 192.6 175.7 210.0 210.0 210.0 ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NO. OF ANCHORS AT JAMB SM. HOLE PATTERN W/O ADDL. ANCHOR EXT.(+) do INT.(-) STD. HOLE PATTERN 1RTH ADDL. ANCHOR EXT.(+) & INT.(-) WIDTH HEIGHT 19-1/8" 26-1/2" 37" 53-1/8" 26" 4 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 19-1/8" 26-1/2" 37" 53-1/8" 38-3/8' 4 210.0 210.0 210.0 210.0 210.0 210.0 176.9 210.0 19-1/8" 26-1 /2" 37" 53-1 /B" 50-5/8" 4 210.0 210.0 210.0 210.0 208.1 210.0 145.6 196.3 19-1/8" 26-1/2" 37' 53-1 /8" 63' 4 210.0 210.0 198.4 210.0 157.4 196.7 120.5 150.7 19-1/8" 26-1/2' 37' 53-1 /8" 72' 6 210.0 210.0 210.0 210.0 198.1 210.0 120.6 178.7 19-1/8" 26-1/2' 37" 53-1 /8" 76" 1 6 210.0 210.0 210.0 210.0 184.4 210.0 118.2 166.9 192.6 173.0 157.9 145.3 210.0 188.3 178.8 163.0 145.3 132.4 1222 210.0 210.0 199.9 181.6 161.0 145.9 • • • • • . • • . . •• t76.8• • • •• 160.2 •141.5•• • • •.• • . . • • • . • • . OGG • Width 6"24--16"-- I max. I CGI Standard Hole Pattern LOADS APPLY TO INSTALLATION TYPES A, B & C AND INTO ALUMINUM BUCKS FOR ALUMINUM BUCK INSTALLATION SEE SHEETS 9 AND 10. on Addl. Anchor At Mtg. Stile Ends See Chart For Capacity ... . . . . ... . . ♦jefet�tq;sheets 5 & 6 of 10 for description of instollotion types A - B - C ... . . . ... . . CNN. FLA. PE j 70592 CAN. W so 4m A to 3 z o z OL OLJ.J � z �. C,4 o � 3 M M ri) 3 °f M z ;i 3 N 0 L,, O U PRODUCT REVISED as complying with the Florida DulWiug Code o Acceptance No �5'O5�Z• 07 iretion Date jAaU?.p .3i I, Jt Dy Mi adePmducY drawing no. W05--04 sheet 7 of 1 C C Vertical Mullion Performance Tributary Width - W1 + W2 2 For Window Performance, refer to sheets 3 or 4 W1 W2 6ppmox Instollation Screws tYp '1 (typ)' zr C 1= E '� -o I I E t t Multiple Opening (2 or more windows) w/ 1 screw on each side of mullion Standard Installation 1" x 4" x 1 /8" thk. Aluminum Tube Mullion (unclipped at ends) (Mull length = Wdw Height - 1 ") #14 x 3/4' FH Teks Or Self Drilling Screw Sealant _ MV (typ) C 0 a W C1 E 0 E Multiple Opening (2 or more windows) w/ 2 or 3 screws on each side of mullion High toad Installation ( = additional holes to be drilled by instoller) MUU 10N DESIGN LOAD CAPACITY - PSF WINDOIF DIMS. ONE ANCHOR EACH SIDE TWO ANCHORS EACH SIDE THREE ANCHORS EACH SIDE WIDTH HEIGHT EXT.(+) & INT.(-) EXT.(+) & INT.(-) EXT.(+) & INT.(-) 24" 30- 32' 36" 42' 48' 54' 48' 150.0 210.0 210.0 130.9 210.0 210.0 126.6 210.0 210.0 120.0 210.0 210.0 114.5 210.0 210.0 112.5 210.0 210.0 112.5 210.0 210.0 24- 30. 32- 35' 42" 48- 54' 60_ 112.3 210.0 210.0 06.0 192.0 210.0 92.0 184.1 210.0 95.7 171.4 210.0 79.1 158.2 210.0 75.0 150.0 210.0 72.7 145.5 210.0 24" 30' 32' 35' 42' 4W 4' 72- 90.0 180.0 210.0 75.8 151.6 210.0 72.3 144.8 210.0 65.7 133.3 200.0 60.5 121.0 181.5 50.3 112.5 188.8 53.3 108.7 160.0 •C4': 30': .32- • 38. 42'• • • 48 • ;4-: • • • • . 84- • • • • • 75.0 150.0 210.0 • 62.6 125.2 172.5 . 59.5 119.1 182.9 54.5 109A 147.1 • 49.0 95.0 129.7 • ;4 .0 90.0 117.4 • • 42.1 84.2 108.4 ... . . • • • • • . . . ..•• •• . . ..... . ... . •• • . . .. .. .•. 0 0... . Seolor (typ) Horizontal Mullion Performance For Window Performance, refer to sheets 3 or 4 Sealant #14 x 1 FH Teks Or Self Drilling Screws 1 " x 4" x 1 /8" thk. Aluminum Tube Mullion (unclipped at ends (Mull length = Wdw Width - 1 "� 54" maximum width LUON DESIGN LOAD CAPACITY - PSF MULUON DESIGN LOAD CAPACITY - PSF WINDOW DINS. ONE ANCHOR EACH SIDE TWO ANCHORS EACH SIDE THREE ANCHORS EACH SIDE WINDOW DINS. ONE ANCHOR EACH SIDE TWO ANCHORS EACH SIDE THREE ANCHORS EACH SIDE WIDTH HEIGHT EXT.(+) do INT.(-) EXT.(+) & INT.(-) EXT.(+) & INT.(-) WIDTH HEIGHT M.(+) & INT.(-) EXT.(+) & INT.(-) EXT.(+) do INT.(-) 24" 30' 32' 36' 42- 45" 54- 96 54.3 128.E 140.7 53-1/8' 26' 210.0 210.0 210.0 53.3 106.7 114.1 19-1 /8- 26-1/2' 37- 53-1/8*1 38-3/8" 210.0 210.0 210.0 50.6 101.2 107.6 194.E 210.0 210.0 4e.2 92.3 96.5 176.2 210.0 210.0 41.1 52.3 84.8 176.0 210.0 210.0 37.5 75.0 76.1 19-1/8- 26-1/2" 37" 53-1/8' 50-5/8' 165.0 210.0 210.0 34.6 69.6 69.6 130'9 210.0 210.0 24" 30' 3Y 36' 42' 48- 108- 1 55.3 98.3 98.3 109.0 210.0 210.0 46.5 79.5 79.5 101.1 202.3 210.0 44.0 74.9 74.9 19-1/8' 26-1/2' 37" 53-1/8*1 63- 126.8 210.0 210.0 40.0 .67.2 67.2 98.3 196.E 210.0 33.3 58.5 58.5 78.7 157.4 210.0 32.1 52.2 52.2 67.0 133.9 200.9 24- 30" 32' 36" 42' 120 1 50.0 71.4 71.4 19-1/8, 28-1/2' 37" 53-1/8' 72" 108.5 210.0 210.0 41.1 57.6 57.8 $3.2 160.5 210.0 38.9 1 54.2 54.2 65.5 130.9 126.4 35.3 48.5 48.5 53.7 107.4 161.1 31.2 42.2 42.2 Ej 19-1/8- 26-1/2- 37' 53-1/8- 76' 102.0 204.0 210.0 77.9 155.9 210.0 $0.9 121.5 182.7 49.3 98.7 148.0 Engr. JAVAD AHMAD CIVIL FLk % 70592 CA . 3538 t� 0 21115 PRODUCT REVISED at complying with Ow Florida Acceptance No 219 Rion Date oy Miarn tde Product Con I WU � N o � 3 In 0: o z O� Ow C3 C? Z V) (n Nn U2 3 m O Ln U ltl drawing no. W05-04 sheet 13 of 10 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXT.(+) do INT.(-) ANCHOR SPACING ANCHOR SPACING ANCHOR SPACING WINDOW DIMS. INTO CONC. INTO HOLLOW BLOCE INTO WOOD WIDTH HEIGHT 15" O.C.1 Be O.C. 16" O.C. 8" O.C. IS* O.C. 8' O.C. 24' 30" 32" 35' 42' 48' 54" 48- 210.0 210.0 210.0 210.0 205.7 205.7 168.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 178.7 155.9 150.8 142.9 131.3 131.3 107.2 210.0 210.0 210.0 210.0 204.2 201.0 187.6 210.0 210.0 210.0 210.0 176.3 180.0 144.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 24" 30' 32' 36' 42' 48' 54' 60" 1 210.0 179.2 171.8 160.0 147.7 140.0 135.8 210.0 210.0 210.0 210.0 210.0 210.0 210.0 134.0 114.3 109.6 102.1 94.2 89.3 86.6 210.0 200.1 191.9 178.7 164.9 150.3 151.E 1 210.0 210.0 210.0 210.0 176.3 180.0 142.2 210.0 210.0 210.0 210.0 210.0 210.0 210.0 24' 30' 32" 36' 42" 48' 54" 72" 210.0 176.8 j 168.8 155.6 141.2 131.3 124.4 210.0 210.0 210.0 210.0 210.0 210.0 210.0 134.0 112.8 107.7 1 99.3 90.1 1 83.8 1 79.4 210.0 203.1 193.8 178.7 162.2 150.8 142.9 210.0 210.0 210.0 210.0 176.3 180.0 142.2 210.0 210.0 210.0 210.0 210.0 210.0 210.0 24' W. 32" 36' 42' 48' 547 84' 210.0 175.3 166.8 152.7 137.1 126.0 117.9 210.0 210.0 210.0 210.0 210.0 210.0 196.5 134.0 111.9 106.4 97.5 87.5 80.4 75.2 1 210.0 186.4 177.4 162.4 145.9 134.0 125.4 210.0 210.0 210.0 210.0 176.3 180.0 142.2 210.0 210.0 210.0 210.0 210.0 210.0 210.0 24' 30" 32' 3V 42' 48" 54' 96" 210.0 174.2 165.4 150.8 134.4 122.5 113.6 210.0 210.0 210.0 210.0 210.0 210.0 194.8 134.0 111.2 105.5 98.2 85.8 75.2 72.5 210.0 190.6 180.9 164.9 1 147.0 134.0 124.3 210.0 210.0 210.0 210.0 176.3 180.0 142.2 210.0 210.0 210.0 210.0 210.0 210.0 210.0 24' 30" 32" 38' 42' 4B' i 0s, 1 183.8 151.7 143.8 130.7 115.9 1 105.0 1 210.0 210.0 210.0 210.0 210.0 195.0 117.3 96.8 91.8 83.4 73.9 67.0 210.0 179.8 1 170.4 154.8 137.3 124.4 210.0 210.0 210.0 210.0 176.3 180.0 210.0 210.0 210.0 210.0 210.0 210.0 24" M. 32' 36" 42" 120' 186.7 210.0 11940 2ftCO: hiQb, ;2tO.Q' 153.5 210.0 98.a. 18. s • :41a.0: :ai a• 145.4 210.0 92.9 • t747!9 •210.40 • 2tQ.9 • 131.8 210.0 84.1 157.6 210.0 210.0 116.4 1 210.0 1 743 •439.2 • 17i.'i. 21%0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXr.(+) do INT.(-) WINDOW DIMS. ANCHOR SPACING INTO CONC. ANCHOR SPACING INTO HOLLOW BLOCX ANCHOR SPACING INTO WOOD WIDTH HEIGHT 16" O.C. 8' O.C. 16" O.C. 8" O.C. 16' O.C. 6' O.C. 19-1 /8- 26--1/2' 37' 53-1 /8" 26 " 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 185.5 210.0 210.0 210.0 210.0 210.0 148.0 210.0 198.8 210.0 19-1/8" 26-1/2' 37' 53-1/8" 38-3/8, 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 173.9 210.0 210.0 210.0 210.0 210.0 157.4 210.0 210.0 210.0 185.8 210.0 118.5 207.4 159.2 210.0 19-1/8, 26-1/2' 37' 53-1 /8" 50-5/8' 210.0 210.0 196.6 210.0 210.0 210.0 210.0 210.0 155.9 1 210.0 210.0 210.0 203.5 210.0 129.9 194.8 210.0 210.0 171.8 210.0 109.6 180.7 147.3 210.0 19-1/5, 26-1/2- 37' 53-1 /8" 63„ 210.0 210.0 185.8 210.0 210.0 210.0 210.0 210.0 146.4 210.0 210.0 210.0 183.7 210.0 117.2 187.5 210.0 210.0 156.2 210.0 99.7 1 159.5 146.9 210.0 19-1/8- 26-1/2' 37" 53-1 /8' 72 " 210.0 210.0 161.6 210.0 210.0 210.0 194.2 210.0 123.9 210.0 210.0 210.0 152.8 210.0 97.5 175.5 210.0 210.0 125.3 210.0 79.9 143.9 146.9 210.0 19-1/8- 26-1/2' 37" 53-1/8" 78" 210.0 210.0 151.9 210.0 210.0 210.0 181.9 210.0 116.0 208.9 210.0 210.0 142.1 210.0 90.7 163.3 210.0 210.0 115.1 207.3 73.5 132.2 145.9 216.0 I • • • ••• . • •too • .• ... • • • see . . . . . . . . .to • SILLS CAN ALSO BE USED ,WITH OPTIONAL WATERBAR ALUMINUM BUCK 6063-T6 ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 9 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. /14 SMS AT 6' FROM ENDS AND 24" O.C. MAX. 4 CONCRETE _ 0f'$1 . • . -BLOCK - 192430P0SI 4 a I ^ 1 /4' DIA. ULTRACON OR 1/4- DIA, KWIK-CON II 2 1/2' MIN 1-3/4- MIN. EMBED INTO ONC. OR FILLED BLOCK EDGE DIST. AT 6" FROM ENDS AND 16' OR B- O.C. MAX. SEE CHART FOR CAPACITY 845 - 1­065 1A25 L.903-4 �eI�ITi � : • e ; #14 SMS AT 6' FROM ENDS AND 24" O.C. MAX. 1" MIN. WOOD BUCK VOOD STRUCTURES 1/4' DIA. ULTRACON OR 1/4- DIA. KWIK-CON II 1-1/2- MIN. EMBED AT 6' FROM ENDS AND 16" OR 8' O.C. MAX. SEE CHART FOR CAPACITY p3 3 z F) W_ cJ.9 to 0 co M W E5 u Z Vl * 6 tA o Ln 0 3L.J In U I�l�lel��gl Fngr JAVAD µlD PRODUCT REVISED C i as complying with the Florida I i F4CAN3e92 Building Code i°�-D5i2. G Acceptance No �- A Expiration Date $ ,� By Prodllet drawing no. 015 W05-04 sheet 9 of1C PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXT.(+) do INT.(-) WINDOW DIMS. ANCHORS INTO HOLLOW BIACR I ANCHORS INTO CONC. ANCHORS IN" MOOD I I WINDOW DAIS. WIDTH HEIGHT OF 2 1 OF 4 OF 6 1 OF 8 OF 2 OF 4 OF 0 OF 8 I OF 2 OF 4 OF 6 OF 8 24" 30" 89.3 178.7 210.0 210.0 140.0 210.0 210.0 210.0 120.0 210.0 210.0 210.0 78.0 155.9 210.0 210.0 122.2 210.0 210.0 210.0 104.7 209.5 210.0 210.0 32" 75.4 150.8 210.0 210.0 118.1 210.0 210.0 210.0 101.3 202.5 210.0 210.0 36' 42" 48" 71.5 .142.9 210.0 210.0 112.0 210.0 210.0 210.0 96.0 192.0 210.0 210.0 88.1 135.1 204.2 210.0 108.7 210.0 210.0 210.0 91.4 182.9 210.0 210.0 48' 67.0 134.0 201.0 210.0 105.0 210.0 210.0 2tO.0 90.0 180.0 210.0 210.0 54' 57.0 134..0 201.0 210.0 105.0 210.0 210.0 210.0 90.0 180.0 210.0 210.0 24' 30" 67.0 134.0 201.0 210.0 105.0 210.0 210.0 210.0 90.0 180.0 210.0 210.0 57.2 114.3 171.5 210.0 89.6 179.2 210.0 210.0 76.8 153.6 210.0 210.0 327 36' 42' 48" 54" Go' 54.8 109.6 164.5 1 210.0 1 85.9 171.8 210.0 210.0 73.6 147.3 210.0 210.0 51.0 102.1 153.1 204.2 80.0 160.0 210.0 210.0 68.6 137.1 205.7 210.0 47.1 94.2 141.4 1B8.5 73.8 147.7 210.0 210.0 $3.3 126.6 189.9 210.0 44.7 89.3 134.0 178.7 70.0 140.0 210.0 210.0 60.0 120.0 180.0 210.0 43.3 86.6 129.9 173.3 67.9 135.8 203.6 210.0 58.2 116.4 174.5 210.0 24" 53.6 107.2 160.8 210.0 $4.0 168.0 210.0 210.0 72.0 144.0 210.0 210.0 30" 32" 45.1 90.3 135.4 150.5 70.7 141.5 21 D.0 210.0 60.6 121.3 181.9 210.0 43A 86.1 129.2 172.3 67.5 135.0 202.5 210.0 57.9 113.7 173.6 210.0 36" 72' 39.7 79.4 119.1 158.8 62.2 124.4 186.7 210.0 53.3 106.7 160.0 210.0 42" 48' 54" 36.0 72.1 108.1 144.1 56.5 112.9 169.4 210.0 48.4 96.8 145.2 193.6 3.5 R1-8 57.0 100.5 134.0 52.5 105.0 157.5 210.0 45.0 90.0 135.0 180.0 63.5 95.3 127.1 49.8 99.6 149.3 199.1 42.7 85.3 128.0 170.7 24' 44.7 89.3 134.0 178.7 70.0 140.0 210.0 210.0 80.0 120.0 180.0 210.0 30" 32' 36' Be 37.3 74.6 111.9 149A 58.4 116.9 175.3 210.0 50.1 100.2 150.3 200.3 35.5 70.9 105.4 141.9 55.6 111.2 168.3 210.0 47.6 95.3 142.9 190.6 32.5 65.0 97.5 129.9 50.9 101.5 152.7 203.E 43.6 87.3 130.9 174.5 42' 48" 29.2 55.3 87.5 116.7 45.7 91.4 137.1 182.9 39.2 78.4 117.6 156.7 26.8 53.6 80.4 107.2 42.0 54.0 126.0 168.0 36.0 72.0 108.0 144.0 54' 1 25.1 50.2 75.2 1 100.3 39.3 78.6 117.9 157.2 33.7 67.4 101.1 134.7 24" 38.3 76.6 114.9 153.1 60.0 120.0 150.0 210.0 51.4 102.9 154.3 205.7 30" 31.8 63.5 95.3 127.1 49.8 99.6 149.3 199.1 42.7 85.3 128.0 170.7 32' 30.1 60.3 90.4 120.6 47.2 94.5 141.7 189.0 40.5 81.0 121.5 162.0 36' 96" 27.5 55.0 82.5 109.9 43.1 86.2 129.2 172.3 36.9 73.5 110.8 147.7 42" 24.5 49.0 73.5 98.0 38.4 78.8 115.2 153.6 32.9 65.5 98.7 13t.7 48' 54" 22.3 44.7 57.0 89.3 35.0 70.0 105.0 140.0 30.0 60.0 90.0 120.0 20.7 41.4 62A 82.9 32.5 64.9 97.4 129.9 27.8 55.7 $3.5 111.3 24" 33.5 67.0 100.5 134.0 52.5 105.0 157.5 210.0 45.0 90.0 135.0 180.0 30' 32 36" 42" 48' 108' 27.7 55.3 83.0 110.7 43.4 80.7 130.1 173.4 37.2 74.3 111.5 148.6 28.2 52.4 75.7 104.9 41.1 82.2 123.3 154.3 35.2 70.4 105.7 140.9 23.8 47.6 71.5 95.3 37.3 74.7 112.0 149.3 32.0 64.0 88.0 128.0 21.1 42.2 83.4 84.5 33.1 66.2 99.3 132.4 28.4 56.7 85.1 113.5 19.1 38.3 57.4 70.5 30.0 50.0 90.0 120.0 25.7 51.4 77.1 102.9 24' 29.8 59.6 89.3 119.1 48.7 93.3 140.0 186.7 40.0 80.0 120.0 160.0 30" 24.5 49.0 73.5 98.0 38.4 78.8 115.2 153.6 32.9 65.8 98.7 131.7 32" 36' 120' 23.2 46.4 69.6 92.5 35.3 72.7 109.0 145.4 31.2 1 62.3 93.5 124.6 21.0 42.0 ]63.1, • dVP. *-96 ty 4 *i%.B 131.8 28.2 56.5 84.7 112.9 42" 18.6 37.1 55.7• 744 •*;b.{ •87.3 116.4 24.8 1 49.9 74.8 99.7 ANCHORS AT ALUMINUM ]BLICK FRAMING : JC-AU! %IIjt:LI0N. n* N* 13Ef> . FOR WINDOW ANCHORING TO ALUMINUM:-BI CK$ ;U$E•;#1;4 SICREWS SPACED AS F:�R;SME-$ 8. WIDTH . I HEIGHT 19-1/8" 28-1 /2' 37' 26' 53-1/8' 19-1/8' 26-1/2' 38-3/8' 37' 53-1/8' 19-1/8' 26-1/2' 50-5/8" 37' 53-1/6" 19-1/8' 26-1/2' 63" 37' 53-1/8' 19-1 /8' 26-1/2" 72' 37" 53-1/8" 18-1/8' 26-1/2' 76' 37' PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS E1fT.(+) de INT.(-) ANCHORS INTO HOLLOW BLACK I ANCHORS INTO CONC. AJSTER CLUSTER CLUSTER CLUSTB OF 2 OF 4 01111 OF 8 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 140.1 210.0 115.9 210.0 104.3 98.3 77.9 64.9 60.2 75.5 58.5 3919 64.6 49.5 39.0 32.0 60.7 45.4 36.3 209.E 129.9 1205 151.0 117.1 93.6 79.7 129.3 99.2 64.0 121.5 92.5 72.6 58.8 12'- 3' TYP.' -__ SPACING 11 210.0 210.0 210.0. 210.0 210.0 210.0 210.0 210.0 194.8 210.0 175.6 140.6 119.6 193.9 148.7 117.0 95.9 182.2 139.2 108.8 88.2 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 187.5 210.0 198.3 156.0 127.9 210.0 185.7 145.1 117.6 OF 2 OF 4 OF 6 OF 8 OF 2 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 188.2 181.7 210.0 210.0 210.0 155.7 164.5 210.0 210.0 210.0 141.0 164.3 210.0 210.0 210.0 140.8 154.0 210.0 210.0 210.0 132.0 122.1 210.0 210.0 210.0 104.7 101.8 203.5 210.0 210.0 87.2 94.4 188.8 210.0 210.0 80.9 118.4 210.0 210.0 210.0 101.4 91.7 183.5 210.0 210.0 78.6 73.5 146.9 210.0 210.0 63.0 62.5 125.0 187.5 210.0 53.6 101.3 202.E 210.0 210.0 85.8 77.7 155.4 210.0 210.0 66.6 61.1 122.2 183.3 210.0 52.4 50.1 100.2 150.3 200.4 43.0 95.2 190.4 210.0 210.0 81.6 72.7 145.5 210.0 210.0 62.3 58.9 113.7 170.6 210.0 48.7 46.1 92A 138.2 184.2 39.5 PRE PUNCHED ANCHOR HOLES ALL OTHER HOLES DRILLED IN FIELD 1X4 MULLION SEE SHT 8 OF 11 0 ANCHORS INTO MOOD CLUSTER OF 4 CLUSTER OF 0 CLUSTER OF 8 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 1 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 209.4 210.0 210.0 174.5 210.0 210.0 161.8 210.0 210.0 202.9 210.0 210.0 157.3 210.0 210.0 125.9 188.9 210.0 107.1 160.7 210.0 173.7 210.0 210.0 133.2 199.8 210.0 104.8 157.1 209.5 85.9 128.9 171.8 163.2 210.0 210.0 124.7 187.0 210.0 97.5 140.2 194.9 79.0 118.4 157.9 SCREWS IN CLUSTER L � y ANCHORS MIN. EDGE DIST. = 2-1/2 IN. Engr. JAVAD AHMAD PILODUtr7 REVISED -W W CML a3 complyingwith the Florida FIJI PE 70592 c t t JJIN 8 thdiding Code. y; LUSTER OF 2. 4. 6 OR 8 ANCHORS Acceptance No �5'0���• 0 (SEE CHARTS ABOVE). ALL OTHER BUCK nation Date F L4 ANCHORS AS PER SHEET 9. (CLUSTER OF 8 BEING SHOWN) MI pit drawing no. NOTE; ALUMINUM BUCKS ARE SUPPLIED WITH 1�, WOCJ_04, CLUSTER OF 2 (1 SCREW HOLE PER SIDE) STANDARD. EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. ( , 1 SNUBBER FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR 'TIONS USE CHARTS AS FOLLOWS. !� •• STEP i DETERMINE DESIGN WIND LOAD OREOOJIREME14T EASED ON WIND VELOCITY, BLS. HETdiT: Y&CC ZDNC 0; '. USING APPLICABLE ASeB 7 STANDARD. • • • • • STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLM SIZE;e"F... . . STEP 3 USING CHART ON MW SE`EC�'•�Ck" QPT 1 • • WITH DESIGN RATING MOR THAN D101 IGM YOAD SPECIFLI)s IN STEP 1 ABOVE. ' • • • • 000 • STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMIN& CA2ACITYs • • • • • • • STEP 5 THE LOWEST VALUE REJULTQIG. FFC0hC %EPS; 2, ONQ 4 SHALL APPLY TO ENTIRE SYRElAo 9 • • • • • • i W x L o Zi MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS WINDOW WW-7" A 1 1 1 -- IT II / II j O �j / -I II \ II I \ MAX. WDW. HEIGHT LOCK POINTS 42- 2 53" 3 84" 4 bn 181 6' MAX. TYP SURFACE APPLIED ---FALSE MUNTINS OPTIONAL io y k —11 1 124" MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 38' 2 56' 3 74' 4 84' 1 5 SHUTTERS ARE NOT REQUIRED. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. CIVIL FLA. PE � �0592 CAN. 3538 4 2015 PRODUCT REVISED a complying with On Florida Building Code ,CJ'�2�3 Acceptance No �c8 E 'ratio i Dato By adcProduc S N Ln Z M x Oow o 15 CD �1_No o In to �__ 3 04 M 40 03M � z in CI �p .0 p� v drawing no. W98-10( , 1 SNUBBER 11TO6 14 zf4lq FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. �►:- 0 Eel Z� q__ .. *0: .• • ...0. . . .. .. • • • •• •• =I\ 0. 0 MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42' 2 63" 3 84' 4 WW-1 1 D.L. 01 WW-6 1 TYPICAL EJ_EVATIOiJ (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS CWIL FIA PE . 70592 CAN. 538 A 2 6' MAX. TYP, m mj_ !6 U r- N O SURFACE APPLIED —FALSE NUNTINS OPTIONAL !o 24" MAX. AT HEAD, MAX. WDW. HEIGHT LOCK POINTS 38' 2 56' 3 74' 4 PRODUCT REVISED a, complyiull %Y h lk Florida Building Code Acceptance No 5.4514 i8 nation Datc BY. Miam' Product Control �V o I CIO Z' o. a 0 � � v 0 vo AQ 0. Q G V f l Of z a a O w 0 g 04 3 NM 03M rn Zz�,. 30 V �0 0 c 0 N LAI g�g 2 W F 1- o W W n u � 2 Ix2 a is drawing no. W98-10( sheet 1.1of 7 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. 9' • FRAME CORNER t3 I O CORNER KEY O60 THICK ST. STEEL 2 5/8' O CORNER KEY 062 THICK ALUMINUM 1.1 Q FLANGE FRAME 8 EQUAL LEG FRAME ITEM PART f QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-TO INDALEX OR EQUN. iA CGI-397 4 EQUAL LEG FRAME 6063-TS INDALEX OR EQUN. 2 CGI-378 4 VENT (5/16' LAM. GLASS) 6063-TB INDALEX OR EQUIV. 20 cm-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDAI" OR EQUIV. 2C CGI-385 4 VENT (7/16' LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q250-K-190 AS REQD. VENT WEATHERSTRIPPING - SCHL.EGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) %8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) j8 X 3/8' SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH 96 - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) /10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) IS X 3/8' SS SMS 11A 12 - 30175 1 1 OPERATOR (OPTIONAL) OPERATOR TRACK STEEL INTERLOCK + Ss US 13 1 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4' SS SMS L757 .090 TYP. 1.875 0 ! 1 �— 1.222--I QQ VENT (5/16' LAM. GLASS) i 1.757---1 .090 TYP. .720 a i-1.624 — 2B VENT (INSUL. LAM. GLASS) 1 1.757 --1 .090 TYP. y�U o o_ 1 0 Z � 3 F � N CL a O 0 V CL Ito 0q a 00cy eri (Joe 5ato Q 6VE 01 J v cq U � ? M rn � in Ow �N o N U-) r- N � o �iZ 1.438 � Z 3in Og ►�-1.347--I00 2C VENT (7/16' LAM. GLASS) .754 g� .383W .830 O N.617 51�� Q CGI-375: OGEE GLAZING STOP $ o J .808 bi ---I.617 I+- kCGI-396: SQUARE GLAZING STOP npr. JAVAD AHMAD _p CML PRODUCT RLVISRD FUl PE � 70592 CJLN. 5 = complying with am Florida r Building Code Acceptance No i5'o51�. j 9i Y 2015 13x imlion nate �g By drawing no. !vlimn� .,t:Product. IW98-1 00 sheet 2 of 7 1/8" ANN. GLASS 3/16- ANN. GLASS .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass .090" Saflex Clear And Color Glass INTERtJ1YERS-F INTERLAYERS By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090" Butocite PVB .090" SentryGlas By 'Kuraray Americo, Inc.' By 'Kuraray Americo, Inc.' .090" Butocite PVB By 'Kuraray America, Inc. 1/8' ANN. GLASS 3/16- ANN. GLASS SILICONE GE-1200 I SILICONE DOW 995 DOW 899 ij Ij GE-1200 i : DOW 699 5/16" NOMINAL 7/16" NOMINAL GLASS TYPE '2' GLASS TYPE W 16" HEAT STREN'D GLASS .075" Soflex CP With PET Core By 'Eostmon Chemical Co.' .090" Saflex Clear And Color Glass IN:,,3/16" RLAYERS By 'Eastman Chemical Co.' .090" Sentryclos By 'Kuraray America, Inc.' .090" Butocite PVB By 'Kuraray Americo, Inc.' HEAT STREN'0 GLASS I�1 7/ 16" NOMINAL GLASS TYPE ' 6' SILICONE GE-1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIREO NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DINS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) 1NT. (-) 20' 110.0 194.3 110.0 195.0 110.0 195.0 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 110.0 195.0 110.0 195.0 110.0 195.0 24" Y8" 24" 28" 26-1/2" 37" 26" 110.0 138.8 110.0 195.0 110.0 195.0 76.7 83.3 110.0 120.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 73.2 77.7 110.0 120.0 110.0 120.0 110.0 128.1 110.0 i 95.0 110.0 195.0 30" 32" 36' 30' 32" 60" 42' 110.0 121.4 110.0 195.0 110.0 195.0 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 64.8 64.8 110.0 120.0 110.0 120.0 110.0 137.5 110.0 195.0 110.0 195.0 36" 40' 36' 40' 26-1/2' 37" 38-3/8'. 97.1 97.1 110.0 195.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 98.5 98.5 110.0 194.5 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 60.0 60.0 60.0 60.0 86.8 86.8 110.0 120.0 110.0 120.0 42" 42- 42' 20' 110.0 166.5 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 24' 28' 24' 26" 26-1/2" 37' 50-5/8' 99.7 74.7 104.3 110.0 74.7 110.0 195.0 120.0 110.0 110.0 195.0 120.0 110.0 118.9 110.0 195.0 110.0 195.0 64.2 64.2 110.0 120.0 110.0 120.0 110.0 111.0 110.0 195.0 110.0 195.0 60.6 60.6 110.0 120.0 110.0 120.0 30" 32' 427 30' 32' 66" 42" 19-1/8" 65.8 96.7 65.8 110.0 104.2 110.0 120.0 195.0 110.0 110.0 120.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 57.5 57.5 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 36' 36' 26-1/2' 63" 74.9 77.9 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 40' 40' 37' 60.0 60.0 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 66.4 66.4 110.0 195.0 110.0 120.0 42- 42" - - 60.0 60.0 60.0 60.0 110.0 145.7 110.0 195.0 110.0 195.0 56.1 56.1 110.0 120.0 110.0 120.0 20' 24' 19-1/8- 63.0 63.0 110.0 195.0 110.0 120.0 110.0 121.4 110.0 195.0 110.0 195.0 48.9 48.9 110.0 120.0 110.0 120.0 24' 28' 28- 30" 72" 26-1/2- 37" 74-1/4" 46.5 - 46.6 110.0 - 59.8 12D.0 59.8 110.0 59.8 120.0 59.8 103.8 104.1 110.0 195.0 110.0 120.0 46.0 46.0 110.0 120.0 110.0 120.0 30" 32" 48" 97.1 97.1 110.0 195.0 110.0 120.0 32' 36' 43.6 43.6 110.0 120.0 110.0 120.0 37' 77" - - 56.3 56.3 56.3 56.3 �k �k 91.1 91.1 110.0 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 36' * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B 80.9 80.9 110.0 120.0 110.0 120.0 32' 76' - - 60.0 60.0 60.0 60.0 40 - `Is USED 42' 69.4 69.4 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 20" 24' 110.0 95.0 129.5 107.9 110.0 110.0 195.0 195.0 110.0 110.0 195.0 195.0 24' 28' 75' 43.8 38.1 43.8 38.1 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 * �k SIZE SEE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY SHEET 1 28' 88.2 • 92.5 • /A OA • .121.0 • 110.0 120.0 W. - - 110.0 120.0 60.0 60.0 30" 54' 32' 54.4 80.9 ' 86.50 88.9' 190V • 61610.00 •16.0 0120.00 110.0 110.0 120.0 120.0 32" 20' - 41.5 - 41.5 60.0 110.0 60.0 120.0 60.0 110.0 60.0 120.0 36" 40' 71.9 64.8• 71.9 • 64.8 110.0 1104. • 120.0 120A 110.0 .110.0 120.0 120.0 24' 28" 84" 34.9 - 34.9 - 110.0 110.0 120.0 120.0 110.0 54.5 120.0 54.5 Enyr: JAVAD AHMAD CIVIL FU1 PE / 70592 PRODUCT' REVISED as cextlplyin6 with the Florida 42- 619 • . • • 61.7 : • •1110.00 : • • • 12A.0 : •. • IiO,O 0.0 60.0 30" 32' - - - - 51.2 48.3 51.2 48.3 51.2 48.3 51.2 48 3 CA 3538 Building Code RAccepatance 1 ZS-C)SI9.19 r8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09�•(3- SEO.t;S1�S�� AND FLORIDA BUILDING C09MIISI04 DECLARATORY STATEMENT Dt10V=atC!•f19:• :� •: NOTE: LOAD/AREA LIMITS FOR +110.0. -120.0 PSF +110.0. -195.0 PSF = 16.34 SQ. FT. = 10.00 SO. FT. M Dad1 Product et. U1O Z a `25�` 0 w N o 04 0 M «� 03 in cc Z z-J M �C) i og"iv rn M a N N � c drawing no. W98-10( sheet 3 of 7 1/8' TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass INTERLAYERS BY 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' 090- Butocite PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE-1200 i DOW 995 DOW 899 XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' ' SETTING BLOCKS ST. STEEL BY 'CARDINAL' OR OURASEAL BY 'QUANEX' EPDM DURASEAL BY 'QUANEX' OR DUROMETER 85±5 OR SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' GLASS TYPE '2A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) I 1NT. (-) 20' 24' 28" 30" 32' 36' 40" 42" 36" 110.0 194.3 110.0 195.0 110.0 161.9 110.0 195.0 110.0 138.8 110.0 195.0 110.0 129.5 110.0 195.0 110.0 121.4 110.0 195.0 107.9 107.9 110.0 195.0 97.1 97.1 110.0 120.0 92.5 92.5 110.0 120.0 20' 24" 28" 30" 32' 36" 40" 42' 42" 110.0 166.5 110.0 195.0 110.0 138.8 110.0 195.0 110.0 118.9 110.0 195.0 110.0 111.0 110.0 195.0 104.1 104.1 110.0 120.0 92.5 92.5 110.0 120.0 83.3 83.3 110.0 120.0 79.3 79.3 110.0 120.0 20' 110.0 145.7 110.0 195.0 24' 28' 30' 32' 36' 40' 42" 48" 110.0 121.4 110.0 195.0 104.1 104.1 110.0 120.0 97.1 97A 110.0 120.0 91.1 •91r1 • .110.0. 2 0 80.9 : 80.9 i *, ZO.0 12Q0 i 72.8 •72. • • 1 0. 0 69.4 69.4 110.0 120.0 20' 24" 28" 30' 32" 36" 40' 42' 54' 110.0 129.5 110.0 195.0 98,00. 0Q19.9 110.U"; 92. • • 12.5 • ' "Ii OD* J 28.9 54.*0 R3 140.0• 12fi.4• 50.9 80.9 110.0 120.0 1.9 71.9 1j0. .124.0 4.8 r 69.8 139i) 120.0 1.7 64A • Ir10A 120A 1/8- TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS .075' Saflex CP With PET Core By 'Eastman Chemical CO.' .090" Saflex Clear And Color Gloss INTERLAYERS By 'Eastmon Chemical Co.' .090" SentryGlos By 'Kuraray Americo. Inc.' .090" Butocite PVB By 'Kuraroy Americo, Inc.' 1/8" TEMP. GLASS SILICONE i GE-1200 DOW 995 DOW 899 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'Se WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (- 20' 24' J 28' 30' 32' 1. 6" r 40' 42' 60" 98.8 112.6 110.0 195.0 85.8 95.4 110.0 120.0 76.7 83.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.5 110.0 120.0 64.8 64.8 110.0 120.0 60.0 60.0 - - 60.0 60.0 - - 20' 24" 28' 30' 32' 36' 40" 66' 86.7 86.7 110.0 169.0 73.4 73.4 110.0 120.0 64.2 64.2 110.0 120.0 60.6 60.8 110.0 118.2 1 57.5 57.5 110.0 112.2 60.0 60.0 - - 60.0 60.0 - - 20' 24' 66.4 66.4 110.0 120.0 56.1 56A 109.3 109.3 28' 30' 32' 36' 72" 48.9 48.9 95.3 93.3 46.0 46.0 89.8 89.8 43.6 43.6 85.0 85.0 60.0 60.0 - - 32' 36" 76" 60.0 60.0 - - 60.0 80.0 - - 20" 24" • 28' 32' 78" 52.0 52.0 101.3 101.3 43.8 43.8 85.4 85.4 38.1 38.1 74.3 74.3 60.0 60.0 - - • 20" 24' 28' 30' 32' 84" 41.5 41.5 80.8 80.8 34.9 34.9 68.0 65.0 54.5 54.5 - - 51.2 51.2 - - 45.3 48.3 - - SETTING BLOCKS 2/ LITE EPDM DUROMETER 85±5 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLMON DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXr. (+) 1NT. (-) EXT. (+) 1NT. (-) 19-1 /8' 26-1/2' 37" 42' 26' 110.0 195.0 110.0 195.0 110.0 203.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 128A 110.0 195.0 19-1/8" 26-1/2' 37' 42' 38-3/8' 110.0 190.E 110.0 195.0 110'0 137.5 110.0 195.0 98.5 98.5 110.0 120.0 86.8 86.8 1 110.0 120.0 19-1/8" 26-1/2' 37' 42' 50-5/8' 110.0 144.5 110.0 195.0 99.7 104.3 110.0 195.0 74.7 74.7 110.0 120.0 65.8 65.8 110.0 120.0 19-1/8' 26-1 /2" 37' 42" 63" 96.7 104.2 110.0 195.0 74.9 77.9 110.0 120.0 60.0 60.0 110.0 117.0 60.0 60.0 - - 19-1/8' 1 63.0 63.0 110.0 120.0 37' 1 1 59.8 59.5 - 37' 1 77' 1 56.3 56.3 - �k LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 96 IS USED SIZE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SO. FT. +110.0. -195.0 PSF = 10.00 SO. FT. SQUARE BEAD OPTIONAI ALL GLASS TYPE! NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 CIVIL FIA. PE 1 70592 CA.N. 538 PRODUCT REVISED to complying with Qre Florida Building Code t� 06i2. jai Acceptatice No . anion Dote j$ Dock Product 4ftV o O Q N d 00 0 � U F�. IL U ti Cf0WM 0 aQa G I LL N O) U Z n o+ Ow E to LO n_ N M 03M rn 0 Z ZLL. Ln 30 .� O � v o CL co ' rn 1 � drawing no. W98-10( sheet 4 of 7 I INSTALLATION CONDITIONS FLANGE FRAM (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 SEALANT SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION I- - A-7 371. I MINI. 2-1/2' MIN. INSTALLATION TYPE vQ a 2 1/8" WOOD BUCK TYPE if MAIEBIa1.: PRESSURE TREATED 11 �Rlie I I TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEEP 6 FOR DESCRIPTION 1 3/8" �E BUCK INSTALLATION BY OTHERS 1" MIN. TYPICAL INSTALLATION ON ALL FOUR DETAIL WOOD . . .. SIDES f USING .. ... . . . . .. .•� ..: . . �•: . . �.� ... . : : ..� ALUM CHANNEL 3/4- X 1- X 3/4- X 1/8" 2-1/2" LONG • • • .. . .... ••• • !LT ANCHOR LOCATIONS • • • . . .. WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZlW SIZSTEAA AND fFFN jFER: THEM TO THE BUILDING STR+1CT4*1 • • • SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION avTMIN. 2-1/2 INSTALLATION TYPE '2' SEALANT • e BI A{IN. cl2 1/8" MIN. WOOD BUCK TYPE '2' DER : PRESSURE TREATEO TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION � 0 C INSTALLATION BY OTHERS pexam:11181• , ` l7 ► �► � : � . 1•taa TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8- THK. MIN. 1/8- MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING '' SEE SHEET 6 FOR DESCRIPTION It�ll INIM63:171WT140TIM WN WITA Aim11 p► 1-1 CML FTA PE 570592 CA.N. $M PRODUCTREVISED as complying with the Florida Building Code �5. p512. I Acceptance No 41 Exyirction Datc—j��W18 N to �o Z rit D. vi Ow 0 ycy- 11, Z v' V) tr) N � o �M `i 0O >� BW IRN 16 2122 0 drawing no. W98-10( sheet S of 7 INSTALLATION CONDITIONS EQUAL. LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1� 1 - 1Z C `a y e • 1' .IJtN_ INSTALLATION Wf•I BUCK TYPE MATER PRESSURE TREATED INSTALLATIONIE_ ON ALL FOUR SIDES -/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/B' ♦ 15 � � BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED .• •.. • . • . • •. TYPICAL INSfALLAJY�i1�T�1. QN ALL* OD .. . •.. . . • • go*.. • . • . . • WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZINM SYSTEM AIDES 1=15rER THEM TO THE BUILDING STROCT©RE.: : : . TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ♦� z \ •' � � 1" MIN 2-1/2" MIN. Cc><- 2 1 /V MIN. INSTALLATION 11 i•fl BUCK Y' MATER : PRESSURE TREATED IYPICAL INSTALLATION Ia. ON •UR SIDESIUSING i••I TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION � l N \ •a . BUCK INSTALLATION BY OTHERS MIN. WOOD BUCK TYPE '4' MATERAAS PRESSURE TREATED •. • : I . Imos TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. 1/6' MIN. _�— TYPICAL ANCHORS SEE ELEV. FOR SPACING I ' SEE SHEET 6 FOR DESCRIPTION it II 11 11 � — 11 11 II II I 1 L---J L----.J CIVIL FLA. PE ! 70592 CAN. 538 015 PRODUCT ttF,VISPD w comPlyius Willi the Florida Aeccptanc;�N' ration Date 1$ By 001i Dade Product Cat a to Z A to x pa N W V)F—rc," (C" N 30— ig N drawing no. N98-10( PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CUP AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20' 24" 28" 30' 32' 36" 40" 42" 36„ 195.0 195.0 154.8 195.0 195.0 195.0 129.0 172.0 192.9 195.0 110.6 147.4 1110.0 195.0 103.2 137.6 168.8 195.0 96.8 129.0 150.0 195.0 86.0 114.7 135.0 180.0 77.4 103.2 123.6 171.4 73.7 95.3 20' 24' 28' 30' 32" 36' 40' 42' 42" 195.0 193.0 132.7 176.9 192.9 195.0 110.6 147.4 165.3 195.0 94.8 126.4 154.3 195.0 88.5 117.9 144.6 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 146.9 63.2 84.2 20' 24" 28' 30' 32" 36' 40' 42' 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 138.2 180.0 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 16&8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24' 28' 30' 32" 35' 40' 42' 54' 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86.0 129.0 133.3 195.0 76.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20' 24" 28' 30' 32' 36" 40' 42" 60" 195.0 195.0 123.8 185.8 180.0 195.0 103.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 82.6 123.8 135.0 195.0 77.4 1IeA 120.0 180.0 68.8 103.2 108.0 162.0 01.9 92.9 102.9 154.3 59.0 88.5 24" 28" 30" 32' 36" 40' 66' 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.8 t95.0 93.5 131.3 153.4 . • �i315,a . •, 8 • 123.1 136.4 490.9 • • f8.2 • 109.5 122.7 • • i)•1.8 • • `!0.>! • • 98.5 20' 24' 28" 30" 32" 36' 72' 1 195.0 195.0 129.0 180.E 187.5 • • • • 195.9 • . 107.5• , 150.5 160.79 + • 195. • • • 2!I • 129.0 150.0 • • • 195.0 ; , • 86.D, • ` •' 120.4 140.6 195.0 50.5 112.9 125.0 175.0 71.7 IOD. 3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10' O.C. AT I?" O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/MIT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 32' 3& 76' 133.2 195.0 76.4 122.2 118.4 189.5 67.9 108.6 20' 24' 28" 30' 32' 78' 195.0 195.0 119.1 190.5 173A 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 20" 24" 28" 32" 84' 195.0 195.0 132.7 195.0 195.0 195.0 110.6 165.9 165.3 195.0 94.8 142.2 154.3 195.0 88.5 132.7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CUP AT 17" O.C. AT 10" O.C. AT 17- O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/ANT.(--) EXT.(+)/INT.(-) EXT.(+)/IHL(-) 19-1/8" 26-1/2" 37' 26" 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 1 115.9 19-1/8' 26-1/2- 37' 38-3/8' 1 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.6 78.5 104.7 19-1 /8' 26-1/2- 37' 50-5/8- 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 135.4 173.0 79.3 99.2 19-1/8" 26-1 /2" 37' 42" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 1 111.6 98.0 171.4 56.2 98.3 -1/8195.0 F296-1/2' 37' 74-1/4' 195.0 130.8 195.0 164.7 195.0 94.4 151.1 117.8 1 188.6 67.6 1 D8.1 ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, KWIK-CON 11 BY 'HILTI" (Fu=163 KSI, Fy-157 KSI) 1/4" DIA, ULTRACON BY I CO7 (Fu-177 KSI, Fy-155 KSI) Q INTO 26Y WOOD BUCKS OR WOOD STRUCTURES CC 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY " 1-1 4MIN. EMBED INTO CONC. OR MASONRY2 / DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 914 SMS OR -SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. CML PRODUCT REVISED FLA. (3538 as complying wilh the Florida Building Code Acceptance No 15'05 Iq Expiraticm Dale A 0 15 Qy Miam' ade Produc Control =E N v • N to p Z M 3 - ab A w x i OW 0 � z �TN (n l3I­ a �? tV M 0 A .J � �0�-tni drawing no. W98-10( sheet 6 of ' I• PERFORMANCE OF INSTALLATION ALUMINUM VALUES BUCK ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 20" 24- 28' 30" 32' 36' 40' 42' 36" 110.0 _ 195.0 110.0 195.0 110.0 185.5 110.0 182.4 110.0 179.5 110.0 177.3 105.8 145A 97.0 120.0 20' 24" 28" 30" 32" 36' 40- 42- 42' 110.0 179.5 110.0 159.6 105.9 146.6 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 95.0 120.0 20' 24" 28" 30" 32" 36' 40" 42" 48' 110.0 195.0 110.0 177.3 110.0 160.9 110.0 154.8 109A 120.0 103.5 120.0 99.8 120.0 95.0 120.0 20' 24" 25" 30' 32' 36' 40" 42" 54" 1 110.0 174A 110.0 152.0 99.8 120.D 95.5 120.0 91.9 120.0 86.2 118.2 82.2 112.7 80.6 110.5 20' 24- 28" 30" 32" 36' Q.1 60' 110.0 153.2 97.0 133.0 86.8 119.0 82.3 113.5 79.4 108.8 73.9 101.3 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 20• 24' 28' 30' 32' 36- 76' 105.8 120.0 90.9 120.0 80.5 110.3 76.3 104.7 60.0 60.0 60.0 60.0 20' 24' 28' 30" 32' 78" 102.7 120.0 88.2 120.0 77.9 120.0 73.9 101.3 60.0 60.0 20' 24" 28" 30' 32- 84' 110.0 120.0 97.0 120.0 85.5 117.3 60.0 60.0 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DINS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8" 26-1/2- 37' 42' 26' 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/8" 26-1/2' 37' 42' 38-3/8' 110.0 195.0 110.0 172.E 110.D 158.3 95.7 120.0 19-1/8- 26-1/2' 37" 42' 50-5/8' 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 19-1/8" 26-1/2- 37' 42' 63' 109.3 149.9 84.8 116.2 67.9 93.1 60.0r20 19-1/8" 26-1/2" 37' 74-1/4' 110.0 86.4 60.0 19--1/8- 26-1/2" 37' 76" 109.9 84.0 115.2 60.0 60.0 19-1/8' 26-1/2' 37' 77" 1 108.3 120.0 82.7 113.4 60.0 60.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING A - 1/4" DIA. KWIK-CON II BY 'H1LTI' (Fue163 KSI, Fy-157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACRIES USE LOWER APPLICABLE VALUES. a Lr--" FR. 4, '•• a 4 e' 4 A - 2 1/2- MIN. ►`I v R Ira I m "a (1 j14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL A TYPICAL ANCHORS TYPE 'A' OR 'B' SAT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS 17' O.C. MAX. AT HEAD/SILL 114 SMS AT 6" FROM ENDS 17' O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17' O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES p -/•r ��... uL�RP►�,vry 6T LLIAV (Fu-177 KSI, Fy-155 KSI) 24" 110.8 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 24' 107.8 120.0 " .845 . • 1-1/4- MIN. EMBED INTO CONCRETE 28' 95.9 120.0 " .845 � .065 30 15V 91.3 L20"b �" 1%4► �� EMBED INTO GROUT FILLED BLOCKS 065 92 tP 32' 87.3 f 1�.7 �• : : • •GRADE 2 CRS) 1.125 3s' 60.0 4il.0 • •• 1%ITCS 21 01NOOD BUCKS OR WOOD STRUCTURES 56J2 40' 60.0 60.0 " j1436 Engr. JAVCMLAD ��20' 110.0 "154•S. •001/2 •MIN: PENETRATION INTO WOODt25 .903 F c�N ` 70592 3538 24' 97.0 WO.Ob �i�PICAi ' DISTANCE • •IMro C iNCROE AND MASONRY - 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER �� 72' 66.o f17. • 30' 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 32" 77.9 106.9 36' 60.0 p . ;COVCRgTE 4 HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. • • , 0- .0 §O6LgW/FILLEO BLOCK AT JAMBS f'm - 2000 PSI MIN. PRODUCT REVISPD as templyias with Ike F10" Building Code 15-0312.(q Acccptowe No INq Mlon Date Y; Q018 B Dada Product 0 O Q � U a �o LL 00 e�q d 2 �Q 0�co$ m N 3 U Z Al n OW O � z C t� rn O .M m ZZLL.� "' 3 0 0 � Q� IRloiilol�igl drawing no. W98-10( sheet 7 of 7 GENERAL WINDOW SECTIONS FOR GLASS TYPES REFER TO SHEETS 3. 4 & 5. EXTERIOR INSTRUCTIONS .. . • • • • USE CHARTS AS FOLL01l�tS. • • • • • • • • .. . . . . ... . STEP I DETERMINE DESIGN WIA8 Ld5:REQ1&EMtNT %ASEIi ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. . ... STEP 2 SEE CHARTS ON Sl;*S... THRU:S FOR•dESIGg. LOAQ. CAPACITY OF DESIRED:GLAN SIZE' BfSIP �ON•APPLICAPI-1 WIND DURATION. . • . • • 000 • STEP 3 USING CHART ON SHEET 7 SELECT ANCHOR OPTION WITH DESIGN RATING I=t4RE THAN .DgIG. �qAQ §PECI QED IN STEP i ABOVE. • • . • • • • • SPA THE LOWEST VALUE RESULTW Egald SSEPS; 2 W 3: SHALL APPLY TO ENTIRf •S%TEM.• • • • • 0 0 li II I! 11 II II „ — II II II ,I II � II 3 -I O `1 __--71-----F=�= II „ II „ II „ iI II NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. SCE APPLIED MUNTINS NAL THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. . CIVIL FUG 70592 I~ Us AMA4 2015 to 41111mu Z ! 3 w i `` o w w ON Lc Inn0. ?� NiI M 03M rn N Z Z l� i w 3p_ 8 07 •- Of �,Q vv) U , 2 PRODUCT REVISED as complying with tho Florida N T\+ Building Coda Acceptance No j5' O 1 )�^ U! : R" E imtion Date 7LAJl8 By Miami ade oduct _ drawing no. W01-83 sheet 1 of a ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPUER/REMARKS 1 CGI-386 4 FRAME 6063-T6 INDALEX OR EQUIV. 2 CGI-387 4 VENT 6083-TO INDALEX OR EQUIV. 2A CGI-3871G 4 VENT (INSUL GLASS) 6063-75 INDALEX OR EQUIV. 3 CGI- 4 GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - AS READ. GLAZING BEAD SCREWS O 6" FROM ENDS do 20" O.C. MAX. - #12 X 5/8" SMS 5 - - GLAZING COMPOUND SILICONE GE-1000 ( NON -IMPACT ) $A - - GLAZING COMPOUND SILICONE GE-1200 (IMPACT ) 6 - 4 1/2" X .090' SINGLE FACED GLAZING TAPE FOAM - 7 0200 X190 AS READ. VENT WEATHERSTRIPPINO - SCHLEGEL Q-LON 8 - AS READ. VENT SCREWS O 17" O.C. TYP. - 110 X 1" SS SMS 9 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4- SS SMS 10 - 2/ L1TE SETTING BLOCK EPDM DUROMEfER 80±5 SHORE A MITERED COPED 90' CORNERS ONLY LTIAMINIM ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. WINDOW WIDTH OCTAGON MITERED COPED 90' CORNERS ONLY FRAME CORNER .\N. k-�alII `---- ----� �X�Li 3 I I I I WINDOW LENGTH ELLPME I I 1 I I I • • • • -ar-a-r ---- .. ... ..w • • • • • "WINDOW WIDTH VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN •:• •V RYCTAAiGULAR OR SQUARE SHAPE AND USING THOSE DIMENSIONS TO CONSULT :•: tHAIRTS ON SHEETS 3, 4 do 5 FOR GLASS .; • : • ': '. • . MCC %h'MT 7 FOR ANCHORS AS ON SAMPLE ABOVE. \� z WINDOW WIDTH L WINDOW LENGTH _! FULL CIRCLE r HALF CIRCLE CML FLA. PE 1 70592 4C. N. 538 Y 015 2.085 .i00 TYP. .833 I 1.510 U-- 795 FRAME 1.: VENT U� CO I Z Z 1.625 O �i � M �QQ � 60 N I 2.215 160 1.500 L 100 f 5 0 1.865 VENT (INSUL GLASS) �{ .750 }�- .750 ■ I �.125 GLAZING STOP PRADUCf REVISED m complying with The Florida Building Code 19 Q• 15 Accepttutce No ination Date ny Miam' ade uct , t O w 0 Z_ 1 0 W i tl 0 W z l 0 M X^ 0 N 0 N tr�j ib N 0 3M M I Z 2i in w 30 0M vWi UQ 03 C PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 24" 30" 36' 42" 48' 54" 60" 36' 110.0 MO 110.0 110.0 101.4 84.8 74.7 180.0 110.0 180.0 144.0 110.0 144.0 120.0 110.0 120.0 120.0 110.0 120.0 101.4 110.0 120.0 84.8 110.0 120.0 74.7 110.0 114.3 24" 30" 36" 42" 48" 54" 60" 42" 110.0 110.0 110.0 102.9 85.0 75.1 66.4 166.4 110.0 168.0 142.5 110.0 144.0 120.0 110.0 120.0 102.9 102.9 102.9 85.0 102.9 102.9 75.1 102.9 102.9 66.4 90.0 90.0 2e 30" 36' 42" 48" 54' 60"1 48" 11 D.0 110.0 101.4 85.0 75.5 68.4 63.6 153.1 110.0 160.0 117.6 110.0 120.0 101.4 110.0 120.0 85.0 102.9 102.9 75.5 90.0 90.0 6B.4 90.0 90.0 63.6 90.0 90.0 24" W. 36' 42- 0" 54" 60" 54' 1 110.0 99.4 84.8 75.1 68.4 65.8 59.0 134.8 1 110.0 154.3 99.4 1 110.0 120.0 84.8 110.0 120.0 75.1 102.9 102.9 68.4 90.0 90.0 65.8 80.0 80.0 59.0 1 80.0 80.0 24' 30" 36" 42" 48' 54" 60" 110.0 87.8 74.7 66.4 63.6 59.0 119.4 110.0 120.0 87.8 110.0 120.0 74.7 110.0 114.3 66.4 90.0 90.0 63.6 90.0 90.0 59.0 80.0 80.0 24" 30" 36" 42' 48" 66" 110.0 112.5 110.0 120.0 82.1 82.1 110.0 120.0 65.6 66.6 90.0 90.0 58.1 58.1 90.0 90.0 56.1 56.1 90.0 90.0 24- W. 36" 42" 48" 72" 105.4 105.4 110.0 120.0 74.0 74.0 110.0 120.0 59.2 59.2 90.0 90.0 51.2 51.2 90.0 90.0 49.8 1 A .8 • .97- 83 • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 24' 30" 36" 42" 78" 97.5 97.5 110.0 120.0 67.2 67.2 90.0 90.0 50.8 50.8 90.0 1 90.0 46.1 46.1 86.1 86.1 24" 30" 36" 84" 103.0 103.0 110.0 120.0 63.0 63.0 90.0 90.0 47.3 47.3 90.0 90.0 24" 30" 36- 96" 87.5 87.5 110.0 120.0 56.3 56.3 90.0 90.0 41.6 41.6 90.0 90.0 24' 30" 108" 69.6 69.6 90.0 90.0 53.5 53.5 90.0 90.0 24' 120' 58.8 58.8 90.0 90.0 . •. • ...... . •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • •• • • • • • • • • • .... ....... . . . . . . . . . . . . •• •• . • . •• .. ... . . . ... . . WINDOW LENGTH t WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS 'TYPE '2' GLASS TYPE 'S' WIDTH HEIGHT EXT. (+) I 1 NL (-) EXT. (+) 1 NT. (-) 19-1/8" 26-1/2" 37" 53-1 /8' 26" 110.0 210.0 110.0 210.0 110.0 166.2 110.0 166.2 110.0 166.2 110.0 166.2 110.0 120.0 110.0 120.0 19-1/8" 26-1/2' 37" 53-1/8- 38-3/8' 110.0 200.6 110.0 200.6 110.0 163.0 110.0 163.0 110.0 116.8 110.0 116.8 81.9 81.9 110.0 112.6 19-1/5" 26-1/2' 37' 53-1/8" 50-5/8" 110.0 185.7 1 110.0 185.7 110.0 125.2 110.0 147.2 92.1 92.1 110.0 116.8 66.6 66.6 85.3 85.3 19-1/8" 26-1 /2" 37" 53-1/8" 63' 110.0 177.5 110.0 177.5 98.1 98.1 110.0 120.0 68.6 110.0 110.2 �68" 56.6 56.6 81.3 81.3 19-1/8" 26-1 /2" 37" 74-1 /4" 1 110.0 120.0 110.0 120.0 85.2 85.2 110.0 120.0 55.4 55.4 90.0 90.0 1/8" ANN. GLASS .090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interloyer Butacite PVB By 'Kuroray Americo, Inc.' 1/8" ANN. GLASS GE-1200 SILICONE AT 1/4 POINTS ON LITES 10 WIDER THAN 36" 5/16" NOMINAL GLASS TYPE '2' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 16" ANN. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Butacite PVB By 'Kureroy Americo. Inc.' 6" ANN. GLASS GE-1200 SILICONE AT 1/4 POINTS ON LITES 10 WIDER THAN 36" 7/16" NOMINAL. GLASS TYPE '3' i9r. JAVAD AHMAD PRODUCT REVISED CIVL as cemptying with the Florida FLA. PE 7059 Building Code CA.N. 38 Acceptance No (Ss12.'S Lion Data & By ?&amr r0ict CZ94VI y"V O �J ii 0. N a. Ro � 8 1z a O O � d �Q O farms O N O rn p Z �O 1 uul W ev in (z pw w CIL w (n NW M M n M 0 3 WO) C' Z Z v Wp 0 Z3 p 0 LLJ IN U ej a � S drawing no. W01-83 sheet 3 of 8 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) 24" 110.0 195.8 30" 110.0 156.6 36" 110.0 130.5 42" 36" 110.0 120.0 48" 110.0 120.0 54" 110.0 120.0 60" 110.0 120.0 24" 110.0 193.6 30" 110.0 156.6 36" 110.0 120.0 42' 42' 96.9 111.9 48' 96.9 111.9 5e 96.9 111.9 60" 90.0 90.0 24" 110.0 184.4 30" 110.0 120.0 38" 110.0 120.0 42" 48" 96.9 111.9 48" 84.8 97.9 54" 90.0 90.0 60" 90.0 90.0 24" 110.0 177.8 30" 110.0 120.0 36" 110.0 120.0 42" 54' 96.9 111.9 48' 90.0 90.0 54" 80.0 80.0 60" 80.0 80.0 24" 110.0 120.0 30' 110.0 120.0 36" 110.0 120.0 42" 90.0 90.0 45" 90.0 90.0 54' 80.0 80.0 60" 60" 70.0 70.0 63" 70.0 70.0 66" 70.0 70.0 69" 70.0 70.0 72" 70.0 70.0 75" 70.0 70.0 78" 70.0 70.0 81" 70.0 70& . 84" 50.0 60.0 87" 50.0 jSQb " PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE .6. WIDTH HEIGHT EXT. (+) 1 NT. (-) 24' 30' 36" 42" 43' 54" 57' 60' 63" 66' 69" 72' 75' 78' 81' 84" 87" 110.0 110.0 90.0 90.0 90.0 70.0 70.0 70.0 66' 68.6 65.5 65.5 65.5 50.0 50.0 50.0 50.0 50.0 120.0 120.0 90.0 90.0 90.0 70.0 70.0 70.0 68.6 65.5 65.5 65.5 50.0 50.0 50.0 50.0 50.0 24" 30' 36' 42' 48' 51- 54' 57" 60" 63' 66" 69" 72' 75' 78' 81" 84' 87' 110.0 1 110.0 90.0 90.0 90.0 70.0 70.0 70.0 72" 70.0 68.6 65.5 50.0 50.0 50.0 50.0 50.0 50.0 50.0 120.0 120.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 68.6 65.5 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 110.0 120.0 30' 90.0 90.0 36' 90.0 90.0 42' 90.0 90.0 45' 70.0 70.0 48" 70.0 70.0 • 54" • • . • 70.0 70.0 .5: �•� •• 70.0 1 70.0 • �5?' • • • 70.0 70.0 60' 70.0 70.0 63. 50.0 50.0 • •• • 0 j6p" • ` • 0.0 50.0 • W• • e' 10.0 50.0 • i2" • • 50.0 50.0 75" 50.0 50.0 • .. . • 50.0 50.0 EV: : : • 50.0 50.0 ..• . PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE WIDTH HEIGHT EXT. (+) 1 NT. (-) 24" 110.0 120.0 30' 90.0 90.0 36" 90.0 90.0 42' 70.0 70.0 45" 70.0 70.0 48" 70.0 70.0 51" 70.0 70.0 54" 84" 70.0 70.0 57" 70.0 70.0 60" 50.0 50.0 63' 50.0 50.0 66' 50.0 50.0 69" 50.0 50.0 72" 50.0 50.0 75" 50.0 50.0 24' 110.0 120.0 30" 90.0 90.0 36" 90.0 90.0 39' 70.0 70.0 42" 70.0 70.0 45" 70.0 70.0 48' 70.0 70.0 96" 51' 70.0 70.0 54" 50.0 50.0 57" 50.0 50.0 60" 50.0 50.0 63" 50.0 50.0 66" 50.0 50.0 24" 90.0 90.0 30" 90.0 90.0 33" 70.0 70.0 36' 70.0 70.0 39" 70.0 70.0 42" 70.0 70.0 1 oa" 45" 70.0 70.0 48" 50.0 50.0 51" 50.0 50.0 54" 50.0 50.0 57" 50.0 50.0 60" 50.0 50.0 24" 90.0 90.0 30. 70.0 70.0 33' 70.0 70.0 36' 70.0 70.0 39' 70.0 70.0 120" 42" 50.0 50.0 45' 50.0 50.0 48" 50.0 50.0 51' 50.0 50.0 54" 50.0 1 50.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE 16' WIDTH HEIGHT EXT. (+) 1 NT. (-} 24" 30" 33" 36" 39" 42" 45" 48" 132" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 30" 33" 36" 39" 42" 45" 144" 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 30" 33" 36" 39' 156' 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 WINDOW LENGTH NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 5 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '8' WIDTH HEIGHT EXT. (+) 1 NT. (-) 19-1/8" 26-1/2" 37' 53-1 /8" 26" 110.0 210.0 110.0 180.7 110.0 180.7 110.0 120.0 19-1/8" 26-1/2" 37" 53-1/8" 38-3/8" 110.0 210.0 110.0 177.3 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 53-1/8" So-s/a" 110.0 210.0 110.0 169.7 110.0 120.0 85.3 85.3 19-1/8" 26-1/2' 37" 53-1/8' 63" 110.0 204.6 110.0 120.0 110.0 120.0 81.3 81.3 19-1/8" 26-1/2' 37" 53-1/8" 74-1/4" 110.0 120.0 110.0 120.0 90.0 90.0 1 70.0 70.0 3/16" HEAT STREN'0 GLASS .090' Interloyer' Sollex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090' Interloyer Butocite PVB By 'Kuraroy America, Inc.' i 0° 3/16" HEAT STREN'D GLASS 5 GE-1200 SILICONE i I AT 1/4 POINTS ON UTES 10 WIDER THAN 36" 7/16" NOMINAL GLASS TYRE '6' ngr. JAVAD AHMAD PRODUCT REVISED CML as complying with The Ftorida FLA. PE III 7 592 Building Code CAN. 35 Aoeeptanco No i 5" 0612 0 iratlon Data�Qojg B M'tam de et d 4AYCO 15 U M00 � 1 O 0 '4 I � IL 0 Y0 IL M 0 U. 0 �i a V0 W 0 0 w 3a Q6�� drawing no. W01-83 sheet 4 of V „1 `Nk PERFORMANCE REFER TO VALUES OF IMPACT NO SHUTTERS REQUIRED SHEETS 6 AND 7 FOR RESISTANT INSTALLATION WINDOWS DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 24" 30" 6" ' 42" 48" 54" 60" 1 110.0 110.0 110.0 36' 110.0 107.7 90.1 79.3 180.0 110.0 195.8 144.0 110.0 156.6 120.0 110.0 130.5 120.0 110.0 120.0 107.7 110.0 120.0 90.1 110.0 120.0 79.3 1 110.0 120.0 24" 30" 36" 42" 48" 54" 60" 1 110.0 110.0 110.0 42" 102.9 90.3 79.8 70.5 168.0 110.0 193.6 144.0 110.0 156.6 120.0 110.0 120.0 102.9 96.9 111.9 90.3 96.9 111.9 79.8 96.9 111.9 70.5 90.0 90.0 24' 30" 36' 42' 48' 54" 60' 110.0 110.0 107.7 48" 90.3 80.2 72.7 67.6 160.0 110.0 184.4 120.0 110.0 120.0 107.7 110.0 120.0 90.3 96.9 111.9 80.2 84.8 97.9 72.7 90.0 90.0 67.6 90.0 90.0 24" 30" 36' 42" 48" 54" 60" 110.0 105.6 90.1 54" 79.8 72.7 69.9 62.7 143.3 110.0 177.8 105.6 110.0 120.0 90.1 110.0 120.0 79.8 96.9 111.9 72.7 90.0 90.0 69.9 80.0 80.0 62.7 80.0 80.0 24" 30" 36" 42" 48" 54` 24" 30' 36` 42" 48" 24" 30' 36" 42' 48" 110.0 93.3 60' 79.3 70.5 67.6 1 62.7 120.0 110.0 120.0 93.3 110.0 120.0 79.3 110.0 120.0 70.5 90.0 90.0 67.6 90.0 90.0 62.7 80.0 80.0 110.0 87.2 66" 70.7 61.7 1 59.6 119.5 110.0 120.0 87.2 110.0 120.0 70.7 90.0 90.0 61.7 90.0 90.0 59.6 90.0 90.0 110.0 78.6 72" 62.9 S4.4 52.9 •L11•3 • • 110.0. j 29.0 . 78.6 • 4;0.; ; 2®.0• �2 •i "X•a•s :940.• 54.4 90.0 90.0 2.9 90. 90. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 24' 30" 36" 42" 78' 103.6 103.6 110.0 120.0 71.4 71.4 90.0 90.0 54.0 54.0 90.0 90.0 1 48.9 48.9 90.0 1 90.0 24" 30" 36" 84' 109.4 109.4 110.0 120.0 67.0 67.0 90.0 90.0 50.2 50.2 90.0 90.0 24" 30" 36' 96" 1 92.9 92.9 110.0 120.0 59.8 59.8 90.0 90.0 44.2 44.2 90.0 90.0 2e 30' 108" 74.0 74.0 90.0 90.0 1 56.8 56.8 90.0 90.0 24' 120" 1 62.5 62.5 90.0 90.0 ... . . . . ... . . • . .. .. . . . .. .. ... . . . ... . . �20 z N XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' x z NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 1/8" TEMP. GLASS 1 1/8" ANN. GLASS .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co: OR .090" Interloyer Butacite PVB By 'Kuroray America, Inc: •1/8" ANN. GLASS "NSILICO0 SILICONE AT 1/4 POINTS ALL SIZES 3/4" INSULATED GLASS TYPE '2A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOW NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 19-1/8" 26-1 /2" 37" 53-1 /8" 26" 110.0 210.0 110.0 210.0 110.0 166.2 110.0 180.7 110.0 166.2 110.0 180.7 110.0 120.0 110.0 120.0 19-1/8" 26-1 /2' 37" 53-1/8" 38-3/8" 110.0 200.6 110.0 210.0 110.0 163.0 110.0 177.3 110.0 1 116.8 110.0 120.0 87.0 87.0 110.0 120.0 19-1/8" 26-1 /2" 37' 53-1/8" 50-5/8" 110.0 185.7 110.0 210.0 110'0 133.0 110.0 169.7 97.9 97.9 110.0 120.0 70.8 70.8 85.3 85.3 19-1/8" 26-1 /2" 37" 53-1/8' 63" 110.0 177.5 110.0 204.6 104.3 104.3 110.0 120.0 72.9 72.9 110.0 120.0 60.1 60.1 81.3 81.3 19-1/8" 26-1/2" 37" 74-1/4" 110.0 120.0 110.0 120.0 90.5 90.5 110.0 120.0 58.8 58.8 1 90.0 90.0 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1/8' TEMP. GLASS V-1/8" TEMP. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interloyer Butacite PVB By 'Kurcroy America, Inc.' 1/8" TEMP. GLASS GE-1200 SILICONE AT 1/4 POINTS ALL SIZES 3/4" INSULATED GLASS TYPE '3A' Engr. JAVAD AHMAD PRODUCT REVISED CIVIL as complying with the Florida FLA. PE 70592 CAX 538 Building Code I c Acceptance No 15'0 IO/8 I3S imlion Dote By ode Product " 0 5 3 o 0) Z I a, W � ti C) Lj w W E- C-4 w O 3 N� to I M 03� rn CV Z Z lU a W 3 O 0 _p C9 cwrt U R o 1/4' ULTRACON SEALANT 1/4' ULTRACONS 1-1/2' EMBED SEALANT INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 IN���� 2 1/8" WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED 1 3/8" ' BUCK INSTALLATION BY OTHERS INSTALLATION TYPE WOOD BUCK TYPE '3' hWK PRESSURE TREATED •'3'.. TYPICW1W$j6tLKM ON ALL FOUR SIDES f)ffA1L' WOOD USING f • • • ••• • • • • •• • • • • • • • • • Pee :0 1/4' ULTRACON 17i7v-T.fl M 2 1 /8' MIN. WOOD BUCK TYPE Z WATER ,: PRESSURE TREATED =0060iff► • •_ _ •, _ • ; / , , 1/4" ULTRACONS 1-1/2' EMBED SEALANT --x FE ... .•. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • • • • • • • • • • THEM TO THE BUILDING STRUCTURE. .•. . . . .•. . . t� � I 2 1/8- MIN. `BUCK INSTALLATION BY OTHERS WOOD BUCK TYPE '4' MATERLsi_ PRESSURE TREATED TYPICAL ANCHORS SEE ELEV. FOR SPACING STRUCTURES 8 N rn Z tD 3 Ln 0 � V3 W � L% O W .. W �V) LC O 3 NM 00 F) Q 3 M N _Z Z� W 3 0 Ln 0 v tl''Iit U 0 -25 I��NIO�QI�� ngr. JAVAD AHMAD PRiODLICI' REVISED S t o CML m complying with the Florida FLA. PE / 70592 Building Code C.�LN. 3538 Acceptance No ]�. ration Date BY 1�Q 203 M' Product drawing no. W01-83 sheet 6 of 8 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR DETAILS WINDOW DINS. EXT. (+) WIDTH HEIGHT INT. (-) 24' 210.0 W. 210.0 36' 210.0 42" 210.0 48' 210.0 54' 210.0 60' 190.5 63' 36, 177.5 66' 205.3 69" 198.1 72' 185.2 75' 175.4 78' 165.7 81" 190.5 84" 1a1.8 N 87" 173.9 90' 166.7 24- 210.0 30. 210.0 30' 210.0 42' 210.0 48" 210.0 54" 207.8 50" 175.5 63' 42" 163.3 66' 190.5 69" 178.6 72' 168.1 75' 158.7 78' 150.4 81" 171.4 84- 163.3 87' 155.8 90' 149.1 24- 210.0 30' 210.0 36' 210.0 42- 210.0 48' 210.0 54- 200.0 50" 165.7 53' 48 153.5 65' 178.6 69' 166.7 72' 156.3 75' 147.1 78' 133.9 a1' 157.9 84' 150.0 87' 142.9 90' 136.4 • • J • • •• PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR DETAILS WINDOW DIMS. Da. (+) INT. (-) WIDTH HEIGHT 24' 30" 36' 42' 48' 54" 60' 63" 66" 69" 72- 75" 78" 81' 84' 87 90" 54' 210.0 210.0 210.0 207.8 200.0 197.5 161.6 148.1 170.9 158.7 148.1 138.9 130.7 148.1 140.4 133.3 127.0 24" 30" 36' 42- 48" 54" 60' 63" 66" 69" 72' 75" 78' al" 84' 87' 90' 60. 210.0 210.0 190.5 175.a 165.7 161.6 160.0 145.5 160.0 153.8 142.9 133.3 125.0 141.2 133.3 126.3 120.0 24" 30• 36' 42- 48- 54' 60' 63' 66" 69" 72- 00150 • 7a'.: • • • �1 • • 00114. •• 87- • 90 66' • • : : : • • •• • • • • • ••• 210.0 210.0 208.3 190.5 175.6 170.9 180.0 145.1 165Z 151.5 139.9 129.9 • 121.2 • •138.4 •• 128.3 121.2 • 144.8 ••. • • • • .•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR DETAILS WINDOW DIMS. EKT (+) WIDTH HEIGHT INT. (-) 24' 210.0 30' 210.0 35' 185.2 42" 168.1 48" 156.3 54' 148.1 60' 142.9 63- 72" 141.1 68' 139.9 69" 139.1 72" 138.9 75- 128.2 78- 119.0 81' 133.3 84- 125.0 87- 117.6 90' 111.1 24- 210.0 30' 190.5 36" 166.7 42' 150.4 48" 138.9 54" 130.7 60" 125.0 63- 78' 122.9 66' 121.2 69- 119.9 72" 119.0 75' 118.5 78- 115.3 61' 115.3 84" 115.3 87' 115.4 24' 210.0 30- 208.7 36' 181.8 42- 153.3 48" 150.0 54" a4' 140.4 50" 133.3 53' 130.6 66' 128.3 69' 126.5 72" 125.0 75' 123.9 78' 118.3 81" 122.6 24' 210.D 30" 177.8 35" 153.8 42' 137.1 48" 96" 125.0 54' 115.9 60' 109.1 63' 106.3 66- 103.9 59' 101.8 72" IOD.O PERFORMANCE VALUES U OF INSTALLATION ANCHORS 00 REFER TO SHEET 6 FOR DETAILS NTH � WINDOW DIMS. EXT. (+) 1 I WIDTH HEIGHT 24" INT. (-) 210.0 WINDOW LENGTH O 14 !• 7a 30' 36' 150.6 155.6 •// Q�y a_ 42" 108" 137.9 � W p V 48" 125.0 3Lc 54" 115.2 Q 60' 107.7 NOTE: V 1% 63' 104.6 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 24" 210.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. g Q Q 30" 182.9 Q 4'i ax 36" 156.9 Q 3 g 42' 120' 138.5 r • DIA. ULTRACON BY ' (Fu-177 KSI, Fy-155 KSI) N U. ^ 48" 125.0 INTO 2BY WOOD • BUCKS OR WOOD STRUCTURES S LL z j s3 e 54' 114.7 1-1/2" MIN. PENETRATION INTO WOOD Q 24- 210.0 30` 184.6 THRU 1 BY BUCKS INTO CONC. OR MASONRY 36" 132" 157.9 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 30 42' 139.0 DIRECTLY INTO CONC. OR MASONRY Z 9 46' 125.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 24" 204.5 N 30" 14V 167.4 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) X Ln 35" 142.9 INTO METAL STRUCTURES tL 00 w 42" 125.4 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) w 0 48" 112.5 ALUMINUM : 1 /8" THK. MIN. (6063-T5 MIN.) z 1n M 24" 20a•3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 NF c 3" 158' 14.2 ��'/� �/` C3 Ill 3 N 365" 144.9 ;�12 S�S OR SELF DRILLING SCREWS (GRADE 2 CRS) 00 M 0 n � 42' 127'0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") N Z z t (NO SHIM SPACE) vl o TYPE L EDGE DISTANCE w o PERFORMANCE VALUES INTO CONCRETE AND MASONRY = 2-1/2" MIN. DO r OF INSTALLATION ANCHORS INTO WOOD STRUCTURE = 1" MIN. REFER TO SHEET 5 FOR DETAILS INTO METAL STRUCTURE = 3/4" MIN. WINDOW DIMS. EXT. (+) WIDTH HEIGHT INT. (-) WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 19-1/8" 210.0 CONCRETE AT HEAD, SILL OR JAMBS f'o = 3D00 PSI MIN. 26-1/2- 210.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI - MIN' 26" C 0�WOW 4 F 37' 210.0 53-1/8- 210.0 f3 19-1/8' 210.0CL i 26-1/2- 38-3/8. 210.0 37" 210.0 53-1/8' 210.0 q o 19-1/8' 210.0 �o.i O n m Li_o 26-1/2- 50-5/8' 210.0 7 o $ i3 24) 0 " 0 Ld 37" 210.0 53-1/8' 204.5 19-1/8- 210.0 q �- 25-1/2' 63' 210.0 Engr. JAYAI) AIiMAI) PRODUCT REVISED 1 e 37' 174.9 CML as complyinS with IW Florida it kI 53-1 /8" 148.8 FLA. PE 70592 BuildingCode Acceptnce No l r-�' ' OSi-2.) rj er 19-1/8' 210.0 `' S. irasion Date W18 $ 2637/2" 74-1/4' 210.0 Isy 174.5 4CJAL Mi Dade Product Col trW AY drawing no. 53-1/8' 142.1 W01 -83 PERFORMANCE OF ALUMINUM INSTALLATION VALUES BUCK ANCHORS PERFORMANCE OF ALUMINUM INSTALLATION VALUES BUCK ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTAUA710N ANCHORS PERFORMANCE OF ALUMINUM INSTALLATI VALUES BUCK ON ANCHORS WINDOW DIMS. ANCHORS AT 17' O.C. ANCHORS AT 10" O.0 WINDOW DIMS. ANCHORS AT I?" O.C. ANCHORS AT 10" O.C.WINDOW DIMS. ANCHORS AT 17' O.C. ANCHORS AT 10" O.C.WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WIDTH HEIGHT EXT. (+) 0NT. (-) EXT. (+) INT. (_) iEXT. WIDTH HEIGHT (+) INT. (-) EXT. (+) ITT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+} INT. (-) I WIDTH HEIGHT EXT. (4) INT. (-) EXr. (+} INT. (-) 24' 30' 35' 42' 0. 54" 50" 53" 86' 69' 72" 75" 78' 81" 84' 87' 90' 36 207.8 210.0 24" 30' 35" 42' 48' 54" 60' 63 66" 69' 72" 75" 78' 81" 84' 87' 90' 1 S4" 158.3 210.0 24' 30' 36" 42" 48' 54' 60' 63' 66' 69' 72' 75' 78' 81' 84' 87" 90 72• 138.5 193.9 24' X. 36' 42' 48' 54" 60' 63' 108" 1 121.2 190.4 189.9 210.0 135.4 204.6 116.6 163.3 100.1 157.3 184.7 210.0 123.1 184.7 102.6 143.6 58.2 135.4 138.5 134.7 115.1 172.7 93.1 130.4 75.4 120.1 147.7 184.7 110.8 166.2 80.6 121.2 69.3 108.E 123.1 184.7 109.4 164.1 82.1 114.9 03.8 100.3 105.5 158.3 1 89Z 134.3 79.1 110.8 59.7 93.8 98.5 172.4 82.1 143.8 78.2 109.4 57.9 91.0 115.4 161.6 94.7 132.6 77.5 108.5 24" 30' 36' 42' 48' 54' 120" 123.1 184.7 108.5 152.1 87.9 123.1 77.1 107.9 101.3 152.0 102.6 143.6 82.1 114.9 76.9 107.7 86.9 130.4 97.2 1555 76.9 123.1 71.0 107.7 76.7 115.1 92.3 147.7 72.4 115.9 66.0 105.5 69.3 103.9 105.5 140.7 82.1 109.4 73.9 98.5 63.5 95.3 100.7 151.1 77.8 116.6 69.3 103.9 24' 30' 36' 42' %. 132" 124.7 180.1 90.3 144.5 73.9 110.5 65.2 97.8 102.3 147.7 92.3 138.5 70.3 1 105.5 61.6 92.3 87.5 126.4 24' 30' 36" 42" 48' 54' W. Co. 65" 59' 72' 75" 78' 81' 84" 87' 90" 42' 166.2 210.0 24" 30" 36' 42" 48" 54" 60' 63" 66' 69' 72" 75. 75. 81" 84" 87' 90" Go. 138.5 207.8 24" 30. 36' 42" 48' 54' 60" 63' 66. 69' 72' 75' 78' el" 1 54' 87' 78" 125.9 201.5 77.0 111.2 147.7 197.0 118.2 177.3 105.5 168.8 69.3 1 DO.0 138.5 184.7 105.5 158.3 92.3 147.7 24' 30" 36" 42' 48' 144" 113.3 188.9 135.7 180.9 97.4 146.1 53.3 133.3 92.8 154.8 135.7 175.9 92.3 138.5 76.9 123.1 79A 131.9 115.1 172.7 89.5 1 134.3 72.4 115.9 69.5 115.8 97.4 146.1 88.6 133.0 69.3 110.8 62.3 103.9 90.4 158.3 80.6 133.0 68.1 108.9 24' 30' 36' 42" 156" 115.4 184.7 105.5 147.7 $3.6 129.3 67.2 107.4 94.3 1 150.9 98.9 138.5 85.2 119.3 66.4 108.3 80.3 128.5 93.1 130.4 79.1 110.8 66.0 105.5 70.3 112.8 87.9 140.7 73.9 118.2 65.7 105.1 83.3 133.3 69.3 110.8 65.6 104.9 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 95.0 125.6 78.2 104.3 65.6 97.4 90.4 135.7 73.9 110.8 65.6 1D2.3 86.3 129.5 70.0 105.0 63.9 95.9 WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10' O.0 82.6 123.9 66.5 99.7 24' 30' 36' 42' 48' 54" 60" 63' 05" 69' 72" 75" 78' 51' 84" 1 138.5 207.8 WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+} INT. (-} 24" W. 38" 42" 48' 54" 60' 53' 68" 69' 72' 75' 78' 51" 84" 87" 90" �" 184.7 210.0 24" 30' 36" 42" 48" 34' 60" 63' 66' 59' 72' • • 75"• • 78' i •81`• • 54"• 87" • (r 66• • • • • • i i i i i i • •• • • • 153.9 210.0 115.6 173.4 161.2 201.5 130.4 182.5 100.7 151.1 19-1/8' 26-1/2- 37" 53-1/8" 2W 210.0 210.0 147.7 184.7 115.4 181.6 90.4 135.7 210.0 210.0 135.7 175.9 105.5 147.7 53.1 124.7 191.8 210.0 138.5 173A 98.9 138.5 77.8 116.6 152.9 210.0 110.5 155.2 94.7 132.5 73.9 110.8 19-1/8' 26-1/2' 37' 53-1/8" 38-3/6" 210.0 210.0 92.3 138.5 88.6 129.3 72.4 106.5 179.7 210.0 85.2 140.2 50.4 128.5 71.1 105.7 182.7 210.0 93.9 138.5 91.5 126.2 70.1 105.1 r 122.5 183.8 92.3 129.3 83.9 117.5 69.3 103.9 19-1/8' 26-1/2" 37' 1 53-1/8" 50-5/8' 203.2 210.0 88.6 121.2 77.5 108.5 68.6 102.9 161.1 201.4 81.5 130.4 • 7i.9 • • 115.1 65.6 102.3 134.2 167.8 78.9 123.1 • 63.2 • 107.4 87.9 97.3 113.3 155.6 37.5 116.6 • AS 0 100.7 24' 30' 36' 115.7 197.9 19-1/d` 26-1/2' 63' 156.1 210.0 83.1 124.7 71.1 105.7 98.5 154.1 121D 210.0 79.1 115.7 67.2 100.7 85.2 142.1 75.5 113.3 83, 9 . ' . 95.4 • • • ••• • • • • •• • • • • • • • • • ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• ... . . . ... . . A U IN BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. ��`"""' .845 .065�845 .592I-- --� Em I� 1.436 ----1 .125 903 ALUMINUM BUCK -OPTIONAL COVER 6063-T6 6063-T6 /14 SMS AT 6" FROM ENDS 17' O.C. MAX. AT HEAD/SILL/JAMB d' £DOE DIST. 1%4" -D1A: ULTRACON • 'O, = a' 1='1/4' MIN. CONC. EMBED AT 6" FROM ENDS SEE CHART FOR SPACING INSTALLATION TYPE '5' AT HEAD/SILL/JAMB #14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT HEAD/SILL/JAMB w I DUCT RE-VLSED plying with We plod& Uufill g Code`5-0 ! scance No i' MIN• 1/4' DIA. ULTRACON 1-1/4' MIN. CONC. EMBED AT 6" FROM ENDS SEE CHART FOR SPACING AT HEAD/SILL/JAMB 42' 48' 54' 60' 83' 86" 69" 72' 96' 76.0 128.E 37' 96.9 169.E INSTALLATION TYPE V 53-1/d' 82.4 144.2 20Y WOOD BUCK OR WOOD STRUCTURES 19-1/8' 101.2 210.0 28-1 /2' 123.4 197.4 74-1/4' 37' 96.7 154.7 53-1/5" 78.7 128.0 TYPICAL INSTALLATION DETAIL ON ALL FOUR ALL FOUR SIDES�IN ALUMINUM BUCK SYSTEAAALUMINUM BUCK SYSTEAA 69.3 115.4 64.2 107.1 60.4 100.7 58.9 98.2 57.6 95.9 56.4 94.0 55.4 923 CML FLA. PE 1 70592 CAN. 538 4 04 2015 S N Z I kn W I L` 0 w 0_ 0 w W LZ W Lp' N Nrj CD � 0 3� a N Z Z� V) 30 0 p v W �Og V) V r N \ s P � drawing no. W01-83 2, Ix .332 INV Sx .332 IN\3 1 Xz, MULLION 6063-T6 2s 4. Ix = .9502 IN\4 Sx .6335 IN\3 1 X3 MULLION 6063-T6 5 Ix = 2.0374 IN\4 Sx 1.0187 IN\3 1 X4 MULLION 6063-T6 CLIP ANGLE 6063-T6 Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2X4 MULLION 6063-T6 IX = 8.2757 IN\4 SX = 2.7586 IN\3 •.• . X . • • ••• 10& • •. 3T • -.125 .125 .125 'W' DIMENSION MULLION 'W' - IN. 2' 1.688 3' 2.688 4' 3.688 6' 5.688 MULLION CLIP FOR 181 TUBES CGI-383 6063-T6 MULLION CLIP FOR 2BY TUBES CGI-395 • • . • 6063-76 MULLIONS CONTAINING 11PICAL GLAZING ODUC S -HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NaTESe THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS - SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 d: 5, AND ANCHOR GRAI SUP ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. CIVIL FLA. PE70592 C IIN. JU 2015 N rn a n o � 0 � � zd ow z Q ed 04 rn 3 N M I, M z z z a! 0 3 0� D go PRODUCT REVISED •� t3 as complying with Lhe Flocids T N Building Code Acceptance No 1 • Ze- Expirotion DateLl fly $ ien' ode product drawing no. M95-13A :. I I m MULLION LOAD CHART 'NO STEEL IIX2 N IM ME ■...■�■■■N■■■ ■■■;SOM ■■■■■ MIN■iIV■N■■NN■■■ ■MIEN■■■MIN■NMIN N■■■N■■■■■■■N ■■■■�■■■■■■■■ .■■■■,■■MINIM■■ ►1■■■■EM■N■NN■ LI■■■■MI►■■■■■■ ■E■■■■MI►MI■Ni■ WE■IM■MI■■E■N■■ NNI HIM■NN■►N■■ EMINIMNMINIM■■\\� ■►BEN■■■MINIM■■N Z0 Zb 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 1\■1\■MIi■N■►�i- ■■LI HIMME■MIMN■EN■■ �INNN■NR■NMI®N■ no■\�■■mu■■■\� ■►�■NN■■►IM■■■► MI\1■■N■■N►N■■■■ M■i■■NIM■®N■i■ �M■■NN■NI comma I B" • 2 25 3 35 40 45 50 65 60 65 70 75 80 85 • 00 TRIBUTARY WIDTH-•INt7HE[ •• • • • • • • • • • TRIBUTARY WIDTH - INCHES • •• •• MULLION LOAD CHART WIM .-.■■■■,.■■ ■ MINIM CNN■■■N■■ WMINMIN■MIN■■MIN■ IM.■,■,■■■■■■' ■1'■„■,■■■■■■' ■m■uiN aN■■■■■ ■IME■M■NN■■■■■ !■MIN■MIM■NU■■■■ 1�■E�■�E■��■■■ mmmm■N\m■wu■■ ■■NN�MI■.4..IM■�1■�1 ■►1■■N10MMWIN■NMI� 111019■IMME■■N�10■ ■■MMU■ENIM■■\N MIM■►N■MIM.NIM■■ ■NA■►N■■■MENIM Zia Zb 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES MILLIOA LOAD CHART . 11ME■■\\NMI■ ■M■M■M■RNMEN ME■i■■i■■M■iM ■um■N\■ns■■�■ MN ME\■■► N■MIN „ ► EIME■■ \■NNIMN■ •ENNNM■NNNMIN ■E\\■\■■M\■IM\N ■►BEM■ MN■N.■■► ■N■E■.M■■NRi■ •■■„■,■IM�■■■,.III ■■■■IM,.\'.■®' !9 MULLION LOAD CHART w■num■m■1 ■E■M■M■Mi■ MMMM ■1 MUMI �■i■■■■N ■"■EMI■.■,■■■■ ■M■■„■„■LM-M■■ 7 MVERTICA UWON GLAZING GLAZING PRODUCT PRODUCT � W1 wz ARCHES TO BE INSCRIBED TINSIDE RECTANGULAR SHAPE PRODUCT yru g Z 0 n Z IL Iz FFO a 05 0 0 -tea MULLION {a GLAZING PRODUCT RODUICT p .. a of 0 La MULLION SPAN i Z tx O N TRIBUTARY WIDTH - INCHES �� �J �,-` z 3 b TYPICAL MULLION ARRANGEMENTS 1 d q Ii..�o"{ =L v 1 �� �'L 4V1 WIDTH (W.) �. w1 + w2 L7-y Q z Q di N M �, g z O ' M o .. nrn-Tr NOTEa C d c 25 N �. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED N g o h VERTICALLY OR HORIZONTALLY. o (INTERPOLATION BETWEEN WIDTHS ALLOWED) c W LL C7 Engn JAVAD AHMAD PRODUCT REVISED � '� c CML as complying with the Florida t _ E # 70592 C Building Codo- 3538 Acceptance No 1S'��' '= F,x iration Date b ay iVDadc pmduN drawing no. MULLIONS M95--13A sheet 1 of ri 1 0 0 M IL 011 - F'MIKIK� %Neologisms 20 26 30 35 49 46 60 66 60 65 70 76 80 13 TRIBUTARY WIDTH - INCHES 2 ANCHMA AT Hill 1 TNM FNn9 million issilloolim inglimingle missioninse L%I-�INNININION 29 25 30 35 40 45 69 65 69 65 70 76 TRIBUTARY WIDTH - INCHES CUP ANCHORS CUP ANCHORS VERTIC& MULLION • GLAZING GLAZING �• • • • • • • PRODUCT PRODUCT •i GLAZING' —i' : PRviliCr CUP • ANCHORS " • C f ID A AWf%WnRR AT M.1 TAM V#Jna 1\ 1 V\11,�l�I�►!���� 21) 26 30 35 49 45 60 66 60 66 70 75 80 85 TRIBUTARY WIDTH - INCHES m 4 ANnMUR AT M■ 1 TnN FN11Q ,1311101 1111161111c1115311114510 m >L � �P m h �D N 4 TRIBUTARY WIDTH - INCHES 2 ANCHORS AT MULLION ENDS F M A ANCMMA AT 1415 tTnu runty ZV Z5 39 35 40 45 50 65 60 66 79 75 80 85 TRIBUTARY WIDTH - INCHES I NO I 81MINK6311111 MANIN51601011 I I SIR b", I It N. 16% 11, 11.- L WN -4 20 26 39 36 0 46 S0 56 60 6S . 'V 80 85 d9 26 30 36 40 45 69 55 69 65 70 76 80 86 20 25 36 35 40 46 60 5S 60 65 70 76 80 85 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES . .. . . . ANBHOR• DETAIL /1 GLOV • PRODUCT: ... . . . . ... . . MULLION NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER INSIDE RECTANGULAAR S _ARCHES TO BE INSHDWIPE ANCHOR LOAD CHARTS LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. ANCHORS 'A' (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS ' B' Engn JAVAD AHMAD APPLICABLE TO ANCHORS INTO CONCRETE PRODUCT REVISED CML as complying with the Mod& FLA. PE 70592 CUP ANCHORS 'BHA Building Code i�j�042D�� . -3538 ANCHORS Acceplance A!o l APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS ExpirationDateME � OR THRU 1BY WOOD BUCKS INTO MASONRY / By ANCHORS 'BF' Miom' Dado Product WIDTH (W) w� + w2 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS 2 OR THRU 18Y WOOD BUCKS INTO MASONRY JUL, 8 2015 {�V if) c o 116 0 � 1• pr 0 0 daa c 00OWNE W�s LL Z RE N w a Ln 0 °o zH 0 �j NC*4 N MM 3 NM M z gz1� 02 �� 'M m O RIK n ;- 1 G I i� Aft drawing no. M95--13A f s S i 2 X 2 X 1/8- ALUM ANGLE 14 S.M.S. 2/ ANGLE 1 MULLION 2 X 2 X 1/8" ALUM ANGLE- 2-5/8- LONG 1 i i 1 to 18� I � S I I I I a ' 4/4' 0 ULTRACON 1/ ANGLE a • ` z_ a' vQ �s 1BY OR 28Y WOOD BUCK • v: Q 4 1.500 M°� 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 "X2" TUBE MULL I MULLION- 2 X 2 X 1/8" 1 ALUM AN F1.1 -----------200011 •MI►I. • • • I FECAST 4 �� CONCH 4 • . . • f 14 S.M.S. j 2/ ANGLE • MMI-I ANGLES TO • KISS MARBLE SILL • OR 4111M • :\,-l) : •DW ULTRACON 2 X 2 X 1/8" ALUM ANGLE If 14 S.M.S. 2/ ANGLE-1 MULLION 2X2X 1/8' ALUM ANGLE — 2-5/8- LONG dal/4" • ULTRACON 2/ ANGLE •v 44 • �_ b O Z 4 8� • Mi .v. 1BY OR 2BY WOW BUCK v. A. . Z 4• v O •. 4 d 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 "X2" TUBE MULL 2 X 2 X 1/8" ALUM ANGLE j 14 S.M.S. 3/ ANGLE-1 �;Iwm MULLION 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG I I I I 1 �g� 0 I I I I �0 1.500 NBTCIf WOOD BUCK -TO ACCOMODATE •CLSP',ANGLE TO MASONRY • �i •1/4" 0 ULTRACON a; 1-3/5' MIN. EMBED '2/ ANGLE I •4 a • CONCRETE OR NASONRY BLOCKS 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS CML FLA. PE f 70592 C ,UL 2820 s PRODUCT REVISED as complying with the Florida Building Code iS•t�',�CO Expl Acceptance NoMER 201D Expiration Date 4 ft 0 P fi Q•„ R la 0 a v � d 0a� 0 W�� F N 0 � 0� Z LJ O 0 o Q V) N M N IM r� Z Z Z 12 3 o_ �0 t c ' N E .V �* h drawing � M95-13A MULLION CLIP I I I I I I 1 l 1 I I I I I I 1 414- 4 ULTRACON /71/ ANGLE ' o 1BY OR 2BY WOOD BUCK a +' I 1 t I — — — — -- — -- — — — — — — ►-------------- •' • • • i i i • • • 1•i • WYbH CLIPS TO ° • • • • • • Mt�S MARBLE SILL •• • i i i: i• 0 •TRIM •• ••• •• • • •• ,�..`;•;•; it a ••� I •44b •t• .•' • ' i • •• • ••� • •♦ • •. •r • • •• •. •, ..Q.. �•� • ° i .• ••• • PRECAST CONC. :' 8 I 1/4' DL4 ULTRACON ! SILL • • • • • 1 s3/'9' •MIN. IMBED ♦ • • • • • • 1 / �NG1lE • ••• • • • ••• • • MULLION II I I t l I I I I I I I I 1 I I 1 I 1 1 /4' 4 ULTRACON 2/ ANGLE 4 • o 4 Z 1 .♦. 18Y OR 28Y WOOD. BUCK r :4 A ' SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 113Y OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS MULLION ---- �-L=zzzz MULLION Riff CH' V1301D BUCK .TO ACCOMODATE •CLIP.ANGLE TO MASONRY • ;i Tc 9/4' f ULTRACON 1-3/8" MIN. EMBED i '2/ ANGLE -4 • - ° CQNCRETE OR NASONRY BLOCKS (•' t� 4 D a 0 a o t vp v' > x Qills N rn i� 0 � y 0 (� O W Z 0 •� Q N Lf)M 04 Z z z � u� 0 V �3 •t 9r JACMI iMAD PRODUCT REVISED u 0 FtA PE / 70592 as complying with the Florida ilN 538 Building Code Acceptance No l 20. L�piration Daic f8AMiam• aderoduct Con drawing no. M95-13A l2015 sheat4,lof g V, 0t�i WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4° DIA. ULIRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'-1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- _1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPE 'BF'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE- EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-80 HOLLOW/FILLED BLOCK AT JAMBS f'm - 200D PSI MIN. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • •• • • • • • • • • • •• • • • % • ••• • • • • ••. • • . ..... . ... . ...... . .... 114 X 1/2" S.M.S. SEE CHART FOR QUANTITIES ANCHOR HART NO. OF SCREWS D TYPE B 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 11. ACCESS HOLE TUBE MULLION 14 X 364 FH SMS PER C P AT IX2 dt 1X3 MULLION 2 PER CUP AT LARGER MULLIONS I MULLIKN 1/8" THICK ALUM CHANNEL. i i 1BY OR 2BY TUBES LENGTH TO FTT SNUG/I INTO MULLION 1 I I I METAL TO METAL CONNECTION naU AeMno PRODUCT REVISED CIVIL s3 complying with the Florida E W2 BuildingCode N' AceeptenceNo IS•04�.N0•t�8 l9apiration Date 8 sy Mi Dade Product Cmt a oui �d 0 (n O W Z T N 3 v7 Z Z Z ii 3 �_ O.M D C05 0—:52 �m r N Ahi drawing no. M95-13A sheet 5 of 5 MIAMI•UADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors, Inc. 10100 NW 251 Street Miami, FL 33172 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 RER - 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 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. RER 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 "360" Aluminum Single Hung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W05-04, titled Series "360" Alum Single Hung Wdw. (L.M.I.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05115, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration .date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 p f this gent{ o VQA itall be provided to the user by the manufacturer or its distributors and shall tpe avail4bkJ3r:in9p4ctlodat the job site at the request of the Building Official. This NOA revises NOM 1"822.•1Z aid co1sist9of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval docuMent mentioned above 7 • • The submitted documentation was reviewed by Manuel Perez, P.E. 0 Goo • NOA No.15-0512.07 MIAMMADE COUNTY n • • • • Expiration Date: May 05, 2020 $�`� • • Approval Date: September 03, 2015 ... Page 1 . . . . . . . . . . ... . . . ... . . CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.I.)", sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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 a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacerli insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. ....... . .. .. . ......... . .. ... .. . .... . ... . ... . . . . .. . .... . . .. % ,XUW,1 rvuz, - M nue ere , P.E. Product Cot f J-512.07 miner NOA Expiration Date: May 05, 2020 Approval Date: September 03, 2015 . . . . . . . . . . . • • • . • . .• . .. . . ... ... . . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowmulrD) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301--04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0822.11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miam�Bac% begtVtgicptpi:RBgulatory and Economic Resources (RER) 00 ......... . . ... . ... . . . . . ... . . . . .. . . . . . . . . . % .. ... Manuel Per Product Control Ex min NOA No. 15-0 .07 Expiration Date: May 05, 2020 Approval Date: September 03, 2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t11 Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. J4-0822.11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 05-0215.02) 4. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window -- L.M.I., approved on 10/16/14 and expiring on 05/05/20. .. ... .. . . . .. . ......... . .. ... .. . . . .. ... . ... . . . . . ... . . . . • • • • • • • . . • ... ... . E - 3 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Manue Perpi, P. . Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05, 2020 Approval Date: September 03, 2015 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .+y.miamidnde.&ov/economy CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 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 RER - 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 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. RER 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 11238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98400, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq. Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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. DyEtaTATI : R .�� .mber-preceded-by-the—words-lvlianti-Dade-£-eunty,-Flerida, d 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 oap34 a this entire. NOA- shall be provided, to the user by the manufacturer or its distributors and dial; be avgla�q fqr ipsp�*tioq at the job site at the request of the Building Official. This NOA revises KQA#. 14-0W.01 AnD *rWAs of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • NOA No.15-0512.19 MIAMFDADE COON Expiration Date: October 26, 2018 ` Approval Date: September 17, 2015 Page 1 . .. .. . . .. .. ... . . . ... . . CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by- Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS. 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact. Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. - 2. 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 a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer@ -insulating -glass spacer, -prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along •wilhyngrlled-up:d;aNyk*gs, and installation diagram of a series 318 outswing alumiuurn jZsehie4t Vindpw,.prepared by Certified Testing Laboratories, Test Report No. 0i'L-3$0§",<iated:0VZ4/14, signed and seal d by Ramesh-C. 1, P.E. (Submitted under previous NOA # 14-05.06.01) . • • • • • • • Manuel Pe z, .E. Product Control xa Iner .. ... . • NOA No.1 12.19 Expiration Date: October 26, 2018 Approval Date: September .17, 2015 . .. .. . . . • • .. CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1)-Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum 'casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. • • • • • • • •. Manuel ere - • • • • ! Product Control Ex na er .. • . . • • . . . . . . . NOA No.15-0 12.19 Expiration Date: October 26, 2018 Approval Date: September 17; 2015 ... . . . . . . ... . . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (corrrMED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water. Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted tinder previous NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on •• ••• •• • • • •• . ... . . ... . . . . . ... . . . . .. . . . . . . . . . . . • ••• .. E-3 . . . . . . • • . . . . • • • • . . . • • . . ... . . . ... . . Manue Per , P. . Product Control Ex min jrNQA No.15- .19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 51h Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506 01) 2. Proposal No. 13-1698 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. i (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-I0I0.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010 02) S. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-;0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 014002.03) 6. Laboratory compliance letters for Test Reports No. FTL4003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by REP, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No.14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and exnirina nn 10/26/1 R. • • • • • • • • Manuel ere 4,06 • • • 000 • • • • Product Control Ex 1, r • • • NOA No. 15-0 2.19 - .. ... Expiration Date: October 26, 2018 Approval Date: September 17, 2015 ... . . . . .•. . E-4 • . . . . . . . . . . M IAM I•IDiADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION' T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Mmn iamiaaae.Qov/economy CGI Windows and Doors, Inc. 10100 NW 2511 Street Miami, FL 33172 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 RER - 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 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. RER 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 11238 Designer" Aluminum Faced Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W01-83, titled "Series-238 Designer Fixed Window", sheets I through 8 of 8, dated 12/27/01, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.; bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 evailab$e ft igsppc or at tke job site at the request of the Building Official. This NOA revises NOAN 14-Q$04.0 f *(tcgQtstSpf this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document rawlidheZ dhdvc: The submitted documentation was reviewed by Manuel Perez, P.E. ' NOA No. -15-0512.15 MIAMNDADE COUNTY Expiration Date: October 20, 2018 Approval Date: September 10, 2015 ... ... Page 1 . .. .. . . . .. . . ... . . . ... . . CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 96-0603.07) 2. Drawing No. W01-83, titled "Series-238 Designer Fixed Window", sheets 1 through 8 of 8, dated 12/27/01, with revision F -dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation, diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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 a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared 4y -Hxraicane Jest Laboratory, Inc., Test Report No. HTL-0080-0105-08, dated 0lYQ8/08,:sigsrctaad=led by Vinu J. Abraham, P.E. (Submitted urxierXOA•Na 694?03.01) •.. .•. anue a P.E. . . • • • • Product Cont 1 ff incr .. . .... . . .. • • • NOA No. - 512.15 • Expiration Date: October 20, 2018 Approval Date: September 10, 2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-0502-97, dated 03/05/96 and 05/02/97, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No 96-0603.07) 6. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1209.01-94, dated 12/09/94 to 12/14/94, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 96-0603.07) 7. Test reports on: 1) Large Missile Impact Test, per SFBC, PA 202-94 2) Cyclic Wind Pressure Loading, per SFBC, PA 202-94 along with marked -up drawings and installation diagram of an aluminum project — out window, prepared by Fenestration Testing Laboratory, Inc. Report No. FTL-1018, dated 09/26/94, signed and sealed by Yamil Kuri, P.E. (Submitted under NOA No. 96-0603.07) B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 07/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0903.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ..... . . . . . .. . ......... . • .. ... .. . . . .. . ... . ... . . . . . . . . . . . . . . . ... . . . . .. . .... . . .. Or. ....... E-2 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Manuel Pe , . Product Control a415 er NOA No. l5- Expiration Date: October 20, 2018 Approval Date: September 10, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-V Edition (2014), and of no financial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0903.07) 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, issued, by Hurricane Test Laboratory, Inc., dated 01/08/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 09-0303.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL- 0080-0502-97, issued by Hurricane Test Laboratory, Inc., dated 03/05/96 and 05/02/97, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 96-0603.07) 4. Laboratory compliance letters for Test Report No. ATLSF-1209.01-94, issued by American Test Lab of South Florida, Inc., dated 12/09/94 to 12/14/94, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 96-0603.07) 5. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as DurasealO and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0903.07, issued to CGI Windows & Doors for their "Series-238 Designer" Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/20/18. ....... . .. .. . ......... . .. ... .. . .... . ... . ... . . . . . ... . . . . ... ... E - 3 . . ..... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Manuel erez Product Control Iftaininerl NOA No.15-0 Expiration Date: October 20, 2018 Approval Date: September 10, 2015 M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade-eov/economy CGI Windows & Doors 10100 NW 251h Street Miami, FL 33172 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 RER - 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 AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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 Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad,,P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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.Wt1r;.T-L0A sball.be. provided to the user by the manufacturer or its distributors and shall be availablafor msp*ection it %hijo*6 Site at the request of the Building Official. This NOA revises NOA# 12-12265 a� d 0*01; iatj of Jhi; page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . ... . ..• . . . . . ... . . . . NOA No.15-0420.08, CM11AMIMMIE=U Expiration Date: March 28, 2018 Approval Date: August 13.2015 Pagel f . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC; TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HT1-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 .. ... .. . .. .. . ......... . .. ... .. . . . .. . ... . ... . . .. . . . . . . . . •.: • • • • 61101. • 01W Manuel PpM, JP.K Product Control xa iner NOA No. 1 - 420.08 Expiration Date: March 28, 2018 Approval Date: August 13.2015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r CGI Windows & Doors NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated April13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test. Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No.12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion -- L.M.I., approved on 02/28/13 and expiring on 03/28/18. . ......... . .. ... .. . .... . ... . ... . . .. . . . . . . . . ... . . . . Ott . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . • Manue er .E. Product Control E a nor • NOA No. 15- 20.08 Expiration Date: March 28, 2018 Approval Date: August 13.2015 Yuris Ojeda, P.E. 14 NE First Ave. Suite 200 Miami, Florida 33132 P:(305) 345-3335 F:(305) 351-8854 e: yurisojedape@aol.com www.ojedape.com WIND DESIGN CALCULATIONS Yuris Ojeda, P.E. WIND LOAD ANALYSIS FOR COMPONENTS & CLADDING PROJECT: #00537 9417 NE 9th AVE MIAMI SHORES, FLORIDA 33138 DESIGN CRITERIA: * As per the Florida Building Code 2014 * Wind loads as per wind ASCE 7-10 * Mean roof height = 25'-0" ( 4:12 HIPPED ROOF) .. •. • • OTES 1) Any deviation from conditiorfi sF(ivwl;o�•Qalaulations to be engineered separately .. ... .. . .... 2) Yuris Ojeda, P.E. will not provide a letter of compliance or inspection report unless called during installation •: • : • •: . •. • • • .. . ... . . . . 3) Shop drawings are checked for strV* (;4Na11�aui; ements only .... ....... . . ..... . ... . ...... . .... • • • PREPARP-D AV 11URP9 OJEDA, P.E. SHEET 1 OF 5 WIND DESIGN CALCULATIONS PROJECT: 9417 NE 9th AVE M[AM[ SHORES, FLORIDA Yuris Ojeda, P.E. 14 NE First Ave. Suite 200 Miami, Florida 33132 P:(305) 345-3335 F:(305) 351-8854 e: yurisojedape@aol.com www.ojedape.com REFERENCE SHEET WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING NOTES: 1) The Structural Calculations contained herein pertain to the performance of the approved Aluminum Windows and doors under wind loads as per the requirements of ASCE 7-10 and FBC-2014. No other certification is made as to any other element of materials or construction 2) The calculations contained herein are based on information provided by the fabricator to me. Information pertaining to the building such as mean roof height, risk category, exposure category and distance from ocean line have not been independently verified by me. It is the exclusive responsibility of the fabricator to provide accurate building information. 3) Aluminum Windows and Doors specified must be accepted by the Building Code Compliance Office of Dade County, Florida. It is the exclusive responsibility of the fabricator to independently verify that the windows doors and mullions used have a valid product notice of acceptance in Dade County. 4) No certification is made with respect to water resistant and/or energy efficiency of windows, doors or any other systems. Installation anchors should be sealed. Adhesive sealant shall be used between substrate and door / window frame. Overall sealing and flashing strategy for water resistance of installation shall be done by others. 5) Assembly of aluminum windows, doors, mullions and frame attachment to main structure must be in strict accordance to Dade County Product Control requirements. 6) Glass thickness, frame embedment, and tempering is the exclusive responsibility of the fabricator and should be documented with approved testing data. 7) It is the exclusive responsibility of the fabricator to coordinate and verify all dimensions and frame/glass colors with architectural drawings and field conditions. 8) It is the exclusive responsibility of the fabricator to verify that any specified aluminum windows, doors and mullions meet the required minimum wind pressure, as calculated herein, and shall be documented with approved testing data. 9) It is the exclusive responsibility of the window contractor to provide safeguards not less than 42" in height as per FBC-2014 to prevent the fall of persons when windows are open or fixed and there is a drop of more than 4 feet on the far side of windows andwindb4 IlLfs liss:t4an 36" above near side walking surface. No design and/or certification is made with respect t060i1r2s:i4tlTQse Shop Drawings. .. ... .. . . . .. MATERIALS: Aluminum ( alloy 6063-T5 Fy=16 ksi and 6063-T6 Fy=25 ksi as applicable) Steel: ASTM A-36 MIN. Concrete Inserts: Perma-Seal Taper TM (T$sting•$s pej-4%TM Standard E 488) ••. • • REFERENCES AS APPLICABLN * • : : . . • 1) Aluminum: Specifications for Aluminum Structures ''rh8 Aluminum Association. 2) Wind Loads: ASCE 7-10 and FBC-2014 Edition. 3) Steel: AISC LRFD Manual of ftelConstpuoti®s•13th Fidition. 4) Concrete Inserts: Red Head, Hilt, agd P;4# s Mw2 Data Sheets. • 41tEPAR%613Y:YIIRMOJEDA, P.E. SHEET 2 OF 5 WIND DESIGN CALCULATIONS PROJECT: 9417 NE 9th AVE MIAMI SHORES, FLORIDA CODE: ASCE 7-10 FBC-2014 BLDG ENCLOSURE CLASSIF : ENCLOSED BUILDING RISK CATEGORY: II EXPOSURE CATEGORY: C Yuris Ojeda, P.E. 14 NE First Ave. Suite 200 Miami, Florida 33132 P:(305) 345-3335 F:(305) 351-8854 e: yurisojedape@aol.com www.ojedape.com V(ultimate)=175 mph V(asd)= 0.60 x 175 mph= 0.775 x 175 mph = 136 mph Kd= 0.85 Kzt= 1.00 MEAN ROOF HEIGHT: 25'-0" ROOF SLOPE: (4:12 HIPPED ROOF) VELOC. PRESSURE COEF: K(h=25'-0")=0.95 BLDG "w" @ NARROWEST DIM: 54'-0" CORNER DISTANCE FOR ZONE-5: Yuris Ojeda, P.E. a=O.IOxLmin=0.10 x 54'-0"=5'-6" or a=0.4xh=0.4 x 25'-0"=10'-O" (CONTROLS) ,WHICHEVER IS SMALLER ,BUT NOT LESS THAN 0.04 x 54'-0" OR 3'-0" WIND VELOCITY PRESSURE CALCULATION qh=0.00256 x Kd x Kzt x Kh x (V) 2 qh=0.00256 x 0.85 x 1.0 x 0.95 x (136 mph) 2 qh=38.23 lb/SQF DESIGN WIND LOAD CALCULATION FOR DOORS / WINDOWS (COMPONENTS AND CLADDING DESIGN POSITIVE PRESSURE ZONES 4 AND 5: GCpi= +/- 0.18 (TABLE 26.11-1 PAGE 258 ASCE 7-10) p=gh[(GCp)-(GCpi)] (lb/SQF) GCp(+) , GCp(-) (FIGURE 30.4-1 PAGE 335 ASCE 7-10) DESIGN NEGATIVE PRESSURE ZONES 4: p=gh[(GCp)-(GCpi)] (lb/SQF) DESIGN NEGATIVE PRESSURE ZONES 5: f---4:12 SLOPE p=gh[(GCp)-(GCpi)] (lb/SQF) h=25'-O" Si 4 i5 FINAL PRESSURE RESULTS ARE SHOWN IN TABLE BELOW: WALL ZONES ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" AREA=6.60 SQF AREA=6.60 SQF AREA=5.96 SQF AREA=6.60 SQF ZONE 4 ZONE 5 ZONE 4. ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 • • • GCp (+) +1.00 +1.00•• •: 41.40: :•�1.6% +1.00 +1.00 +1.00 +1.00 GCp (-) -1.10 -1.40 -1.10 -1.40 -1.10 -1.40 -1.10 -1.40 • • • • • PRESSURE (+) +45.1 PSF . . . +45.1•DSF: ... . �45.1�1F • . • . '+4� 1 P�P +45.1 PSF +45.1 PSF +45.1 PSF +45.1 PSF SUCTION (-) -48.9 PSF -60.4 PSF -48.9 PSF -60.4 PSF -48.9 PSF -60.4 PSF -48.9 PSF -60.4 PSF ..• . . . • . . . . • . . . • . • . . . .. •. . . . .• .. PREPAR]!D Ilf- AJRIS OJEDA, P.E. SHEET 3 OF 5 WIND DESIGN CALCULATIONS PROJECT: 9417 NE 9th AVE MIAMI SHORES, FLORIDA Yuris Ojeda, P.E. 14 NE First Ave. Suite 200 Miami, Florida 33132 P:(305) 345-3335 F:(305) 351-8854 e: yurisojedape@aol.com www.ojedape.com FINAL PRESSURE RESULTS ARE SHOWN IN TABLE BELOW: ELEVATION "E" AREA=5.96 SQF ELEVATION "F" AREA=3.53 SQF ELEVATION "G" AREA=3.53 SQF ELEVATION "H" AREA=6.88 SQF ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCp (+) +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 GCp (-) -1.10 -1.40 -1.10 -1.40 -1.10 -1.40 -1.10 -1.40 PRESSURE (+) +45.1 PSF +45.1 PSF +45.1 PSF +45.1 PSF +45.1 PSF +45.1 PSF +45.1 PSF +45.1 PSF SUCTION (-) -48.9 PSF -60.4 PSF -48.9 PSF -60.4 PSF -48.9 PSF -60.4 PSF -48.9 PSF -60.4 PSF FINAL PRESSURE RESULTS ARE SHOWN IN TABLE BELOW: ELEVATION "I" ELEVATION "J" ELEVATION "K" ELEVATION "K" AREA=10.00 SQF AREA=6.31 SQF BOTTOM WINDOW TOP WINDOW AREA=6.60 SQF AREA=6.00 SQF ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCp (+) +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 GCp (-) -1.10 -1.40."' **:-CIO �• ; .�0• -1.10 -1.40 -1.10 -1.40 PRESSURE (+) +45.1 PSF +45.1 P& •-;5 41SF• r-49.1.Y§F +45.1 PSF +45.1 PSF +45.1 PSF +45.1 PSF SUCTION (-) -48.9 PSF -60.4 fl9F• -48#9 PSF.. -604 PSF, -48.9 PSF -60.4 PSF -48.9 PSF -60.4 PSF PREPARED ErVYURIS#, P.E. 4OF5 WIND DESIGN CALCULATIONS Yuris Ojeda, P.E. Yuris 0' E. PROJECT: 14 NE First Ave. Suite 200 9417 NE 9th AVE Miami, Florida 33132 MIAMI SHORES, FLORIDA P:(305) 345-3335 F:(305) 351-8854 e: yurisojedape@aol.com www.ojedape.com FLA. PE # 72071 FINAL PRESSURE RESULTS ARE SHOWN IN TABLE BELOW: •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • •• • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• PREPARED B� oYtJRIS•OJEDA, SHEET 5 OF 5 P.E. ELEVATION "L" AREA=6.88 SQF ELEVATION "M" AREA=3.53 SQF ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCp (+) +1.00 +1.00 +1.00 +1.00 GCp (-) -1.10 -1.40 -1.10 -1.40 PRESSURE (+) +45.1 PSF +45.1 PSF +45.1 PSF +45.1 PSF SUCTION (-) -48.9 PSF -60.4 PSF -48.9 PSF -60.4 PSF