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92 NE 95 St (10)' •11VI VVIIN1JU VV . 601 NW 12 AVE., POMPANO BEACH, FL • • Series 230 French /Balcony Aluminum Swing Door System GENERAL NOTES: 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON THE FOLLOWING TEST REPORT SERIES, BY THE CERTIFIED TESTING LABORATORIES: A. TEST REPORT NO. CTLA 136W -6. 12 /03 /96,REINFORCEMENT PACKAGE 'N'. B. TEST REPORT NO. CTLA 136W -5. 12 /04 /96,REINFORCEMENT PACKAGE 'A'. C. TEST REPORT NO. CTLA 136W -4. 12 /07 /96,REINFORCEMENT PACKAGE 'B'. D. TEST REPORT NO. CTLA 136W- 1,2,3,12 /09 /96,REINFORCEMENT PACKAGE 'C'. SEE DRAWING SHEETS FOR DETAILS OF REINFORCEMENT PACKAGES LISTED ABOVE. 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME AND STRUCTURAL CONCRETE /CBS CONSTRUCTION ONLY. 3. GLASS TYPE REQUIREMENT: A. REINFORCEMENT PKG. 'N'- PROVIDE 1/8' TEMPERED GLASS, OR, 3/16' TEMPERED GLASS MINIMUM. B. REINFORCEMENT PACKAGES 'A','B', AND 'C'- PROVIDE 3/16' TEMPERED GLASS MINIMUM. 4. DOOR MINIMUM HARDWARE REQUIREMENTS: A. FOR DOORS WITH REINFORCEMENT PACKAGES 'N' AND 'A" 1. KWIKSET SERIES 400 KEYED ENTRY LOCKSET. GRADE II -ONE (1) EACH ACTIVE PANEL 2 39 1/2' FROM BOTTOM OF THRESHOLD. 2. KWIKSET SERIES 630 KEYED THUMBOLT DEAD BOLT, GRADE II -ONE (1) EACH ACTIVE PANEL @ 47 3/4' FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE- TWOC2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -TWO (2) EACH DOOR PANEL. B. FOR DOORS WITH REINFORCEMENT PACKAGE 'B'I 1. KWIKSET SERIES 400 KEYED ENTRY LOCKSET. GRADE II -ONE C1) EACH ACTIVE PANEL @39 1/2' FROM BOTTOM OF THRESHOLD. 2. KWIKSET SERIES 630 KEYED THUMBOLT DEAD BOLT, GRADE II -ONE (1) EACH ACTIVE PANEL 2 47 3/4' FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE- TWO(2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -THREE (3) EACH DOOR PANEL. C. FOR DOORS WITH REINFORCEMENT PACKAGE 'C': 1. TITAN SERIES 730AX26 DCP KEYED ENTRY LOCKSET -ONE Cl) EACH ACTIVE PANEL 2 39 1/2' FROM BOTTOM OF THRESHOLD. 2. TITAN SERIES 780X26 DCP DEAD BOLT -ONE (1) EACH ACTIVE PANEL @ 47 3/4 FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE-TWO(2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -THREE (3) EACH DOOR PANEL. 5. PROVIDE .350' X .300' NOMINAL WEEP HOLES @ 1/2' FROM EACH END OF EACH PANEL THRESHOLD, WEEPING TO THE EXTERIOR, WITH OPEN CELL FOAM PADS. 6. MINIMUM GLASS BITE REQUIRED AS FOLLOWS: TYP. GLASS BITE AT DOOR PANEL = 3/8' ALL SIDES. TYP. GLASS BITE AT FIXED SIDELITE = 1/2' ALL SIDES. 7. ALL STRUCTURAL FRAMING MEMEBERS ARE ALUMINUM ALLOY 6063 -T6. 8. MIAMI, DADE COUNTY APPROVED SHUTTERS ARE REQUIRED FOR INSTALLATION OF THESE NO. 1 3 4 5 6 7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 HILL IJF NI A7 ER UNITS. PART NO. SW28616 SW28615 GW36572 GV36571 GV34601 GV36570 GV36570 GV31826 GV36573 GV30562 SW27646 GW34808 STEEL STEEL STEEL STEEL 1225 1226 GLASS GLASS 4037 3033 GE1002 DP -750 SER 730 SER 780 ALUM. STEEL STEEL STEEL STEEL STEEL STEEL ST L STEEL ALUM. DESCRIPTION FRAME HEAD X AL 6063 -T6 FRAME SILL X AL 6063 -T6 FRAME JAMB X AL 6063 -T6 HINGE STILE x 3' VIDE X AL 6063 -T6 ASTRAGAL STILE X 4' VIDE X AL 6063 -T6 TOP RAIL X 3' VIDE X AL 6063 -T6 BOTTOM RAIL X 3' WIDE X AL 6063 -T6 RAIL W/S ADAPTER JAMB NESTING CHANNEL X AL 6063 -T6 EXTR. ALUM. SNAP - IN GLAZING CHANNEL ALUM FLUSH BOLTS C2 EA. DR. PANEL) EXTRUDED ALUM. ROD HOLDER 3/8' DIA ROUND THREADED RODC2 EA.PANEL) 3/8' HEX NUT (2 EA. THREADED ROD) 3/8' FLAT VASHER (2 EA THREADED. ROD) 3/8' LOCI( VASHER C2 EA. THREADED ROD) 1/8' GLAZING CHANNEL, VINYL 3/16' GLAZING CHANNEL, VINYL 1/8' THICK FULLY TEMPERED GLASS 3/16' THICK FULLY TEMPERED ULTRAFAB CENTERFIN VOOLPILE VIBORG BULB VINYL WEATHERSTRIP SILIC ❑NE BACK BEDDING 3/4' PLASTIC HOLE PLUG 4414 j PAN HEAD S.S. SMS X 1 1/2' PENETRATION 1/4' DIA. TAPC ❑N ANCHOR X 1 3/4' EMBEDMENT SER 400 KVIKSET KNOB LOCKSET, GRADE II 1 /ACTIVE LEAF,REINF PKG 'N','A','B' SER 630 ;. KWIKSET DEAD BOLT, GRADE II 1 /ACTIVE LEAF,REINF PKG 'N','A','B' TITAN 730AX26 DCP LOCKSET 1 /ACTIVE LEAF,REINF PKG 'C' 1 /ACTIVE LEAF,REINF PKG 'C' COVER. TITAN 780AX26 DCP DEAD BOLT GLASS TM STD. BUTT HINGES*37888 V/ *37889 1/8' X 1 1/2' SOUARE TUBE x 71 1 /2'LONG a LOCK STILE (PANEL HT. — X 89' LONG e .070' X 1 1/2' SQUARE TUBE X FULL LENGTH 1/8' X 1 1/2' X 3' RECTANGULAR TUBE X 9 1/8' X 1 3/8' X 2 3/4' X 1 3/8' CHANNELX 1/8' X 2' X 5/8' LEG X 4' LONG 'U' CHANN WELDED TO STEEL PLATE 1/8' X 2 3/4' W16' X 1 3/2' SQUARE TUBE X 89' LONG C 3/16' X 1 1/2' X 3' RECTANGULAR TUBE X 2 EA. 1/8' X 2 3/4' X 1 1/8' LEG X 95 1/ CHANNELS NESTED TO FORM TUBE SECTI ANGLE SILL ADAPTER VITH 1 1/2' LEG. SCREWS FRAME ASSEMBLY ,tt10X1'PJ- L,O.H.,S.M.S. 1 € EA. SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET 1 - BILL 2 - PKG. 3 - PKG. 4 - PKG. 5 - PKG. 6 - PKG. 7 - PKG. 8 - PKG. 9 - PKG. - PRODUCT APPRON/AL_ INDEX OF MATERIALS & GENERAL NOTES. 'N', ELEVATIONS & ANCHOR INFORMATION. 'N', DETAILS AND COMPARATIVE ANALYSIS 'A', ELEVATIONS & ANCHOR INFORMATION. 'A', DETAILS AND COMPARATIVE ANALYSIS 'B', ELEVATIONS & ANCHOR INFORMATI ❑N. 'B', DETAILS AND COMPARATIVE ANALYSIS 'C', ELEVATIONS & ANCHOR INFORMATION. 'C', DETAILS AND COMPARATIVE ANALYSIS 5/8') TABLE. TABLE. TABLE. TABLE. SCREV BOSS. TYPICAL TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL Metro Dade Product Approval Index. SERIES 230 FRENCH DOOR GLASS TYPE AS NOTED FILE NO.1 CONFIG. PA99230 SEE ELEV. Sheet 1 OF 9 Date: 10 -21 -99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE �� 000 BY • i JdA �el� PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ?' - 0 _9Q 2 . 02 4(zj)(Cc o 0 BP (3 o- 1 0 �. ..� " � 5111M o i If o nn ©y..0 be �� 7. 11 L IIfA 1JLi r \ a x / _r 0 O / O \ o 0 BP (3 o- 1 �. ..� " � o o 1 m� x _r u7 m cu N ¢ cu CU (U cv fP. X X X z 4' CTYPJ SII)LL1 I L 4' (TYP.) w1IM II l� 111 1 k 71 1/2' D.F. X 36' ---k 36 , --� 143 1/2' MAX FRAME WIDTH / SINGLE DOOR W/ SIDELITE EACH SIDE 1 '1 S M 1 0 36' -' 37 7/16',I- 36' 109 7/16' MAX FR. WIDTH LLUUK 7 14' ' HE AD L P. AT S MAX. 1 HE & .11NULL LUUK 7/ 14'CTYP. AT AX. HEAD L SL) 7 7/8' CU 11) m y - 7/8' I1 Zr cu • c CU • cu X x z 7 7/8' HINGE HT. TYP. 7/8' TO HINGE 4' 4' CTYP.) TO HINGE HINGE HT. TYP. DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE I .1 36' NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION.) 1 • CU cu cu 4' CTYP.) �. V . MAX AD AT __A HEAD i SILL) 1 37 7/16' MAX FRAME WIDTH L -4' 14' l .C AT I MAX I HEAD SILL 111 1 111 1 141 1 J r 71 1/2' D.F. " 36' 143 1/2' MAX. FRAME WIDTH / 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK.SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' 00 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS: 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -UP. 10. LOCATE ALL HINGE / LOCKSET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 11. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 12. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. v CU FLUSH BOLT DETAIL 4' CTYP.) P.) 36' ,{' 37 7/16' 73 7/16' MAX FRAME WIDTH 7V 14'CT. AT SILL) 1 MAX. 1 HEAD L NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 3' VIEWED FROM INTERIOR 71 1/2' MAX FRAME WIDTH PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL GLASS TYPE 1/8' OR 3/16' TEMPERED GLASS TEST LAB: CERTFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - FILE NO CONFIG. Sheet: Date: Rev. PA99230 SEE ELEV. 2 OF 9 10 -21 -99 4 -28 -00 14' ,J .(TYP. AT MAX HEAD 1. SILL) FALSE MUNTINS MAY BE APPLIED TO GLASS(TYP) 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE / LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', '0X0', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE__ 29 2 000 BY 1 • 1vcK. PRODUCT CONTROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE tCCEPTANCE NO. _5f-0 'D2 .,12 French Door With Side lies Frame Size XX Configuration = ")O(O 36' S/L Width 12 S/L Width 18" S/L Width 24' S/L Width 1 5/8" SiU 1 518' SdI 1 518' Sill 1 518" Sin Width x Height + Dp 1 - Dp + Dp -Dp + Dp -Dp +Dp -Op 5-0" x 6-8" 53.3 - 722 53.3 -72.2 53.3 - 68.6 48.9 -55.9 5-6" x 6-8 53.3 -62.0 53.3 -62.0 53.3 -62.0 47.0 -53.8 6-0' x 6-8" 53.3 - 482 53.3 -48.2 53.3 - 482 45.3 -482 6- 6" x 6-8" 53.3 -31.8 53.3 -31.8 51.5 -31.8 43.9 -31.8 7-0" x 6-8' • 53.3 - 21.8 53.3 -21.8 49.8 -21.8 42.6 -21.8 6-0' x 8-0 432 -58.9 37.5 - 49.5 33.3 -42.7 27.7 -33.9 6-6" x 8-0" 40.7 -63.3 35.6 -47.2 31.8 - 40.9 26.6 -32.8 6-0' x 8-0" 38.5 1 - 482 33.9 -45.1 30.4 -39.3 25.6 -31.7 French Door With Sidefdes Frame Size XX Configuration = '0X<0' 1 S/L idth 1= A- Width 4' Width •• i dth 1 5/8' Sill 1 518' Sil 1 518' Sin 1 5/8 Sill Width x Height +Dp -Op +Dp { -Op +Op -Dp +Dp -Dp 5-0" x 6-8 53.3 - 722 53.3 - 72.2 53.3 -68.6 . 48.9 -55.9 5-6" x 6-8' 53.3 -620 53.3 -62.0 53.3 -62.0 47.0 -53.8 6-0" x 6-8 53.3 -482 53.3 -482 53.3 -482 45.3 -482 6- r x 6-8" 53.3 -31.8 53.3 _ -31.8 51.5 -31.8 43.9 -31.8 7-0 x 6-8" 53.3 - 21.8 53.3 - 21.8 49.8 -21.8 42.6 - -21.8 5'-0" x 8-0' 432 -68.9 37.5 - 49.5 33.3 -42.7 27,7 -33.9 F-6 x 8-0" 40.7 - 53.3 35.6 -472 31.8 - 40.9 26.6 -32.8 6-0' x 8-0' 38.5 - 482 33.9 - 45.1 30.4 - 39.3 25.6 -31.7 French Door With Sidefdes Frame Size X Configuration = "X0' or - 0)C 12 S/L Width 18" 5A- Width 24" 511. Width 36 S/L Width 1 5J8' Sill 1 5/8' Sill 1 5/8" Sill 1 518" Sill Width x Height + Dp - Dp + Dp - Dp + Dp - Dp + Dp - Dp 23' x 6-8' 53.3 - 75.9 53.3 - 69.5 53.3 -61.7 47.6 -51.2 3-0" x 6-8' 53.3 - 55.8 53.3 -55.8 53.3 -55.8 45.3 -48.5 3 -4' x 6-8" 53.3 -34.8 53.3 34.8 50.9 -34.8 43.4 -34.8 3.9' x 6-8" 53.3 NA 532 NA 482 NA. 41.4 NA 2 x 8-0" 41.5 - 47.7 362 -412 32.3 - 36.3 26.9 -29.7 3-0' x 8-0" 38.5 - 44.0 33.9 - 38.4 30.4 - 34.1 25.6 -28.2 3 -1 1/2"x 8-0' 37.6 - 42.8 33.1 1 -37.4 29.8 - 33.4 25.1 -27.7 French Door With Sidefdes Frame Size X Configuration = "OXO" 12" S/L Width 18' S/L Width 24" 5/1.. Width 36• S/L Width 1 5/8' Sill 1$18" Sill 1 518' Sill 1 5/8' Sill Width x Height + Op 1 -Dp + Dp - Dp + Dp - Dp + Dp 1 - Dp 2-8" x 6-8" 53.3 -75.9 53.3 - 69.5 53.3 -61.7 47.6 ' -512 3-0' x 6-8' 53.3 F55.8 53.3 -55.8 53.3 -55.8 45.3 -48.5 3-4" x 6-8" 53.3 -34.8 53.3 -34.8 50.9 -34.8 43.4 -34.8 3 -9' x 6-8' 53.3 + NA 532 NA 482 NA 41.4 NA 2-8" x 8-0' 41.5 - 47.7 36.2 -412 32.3 -36.3 26.9 -29.7 3-0" x 6-0" 38.5 -44.0 33.9 -38.4 30.4 -34.1 25.6 -282 3 -1 1 (2x 8-0" 37.6 1 •42.8 33.1 -37.4 29.8 -33.4 25.1 -27.7 French Door Frame Size XX Config = "XX 1 5/8" Sill Width x Height .4- Op ( -Dp • 5•-0- x 6-8' 53.3 -72.2 6-6 x 6-8' 53.3 -620 6-0 x 6-8' 53.3 -482 6- 6" x 6-8' 53.3 -31.8 7-0 x 6-8' 53.3 -21.8 5'-0' x 8-0" 53.3 58.9 6-6' x 8-0 53.0 -53.3 6-0' x 8-0" 48.9 -482 French Door Frame Size X Config =')C 1 518 Sill Width x Height +Op -Dp 2-8' x 6-8' 53.3 -75.9 3-0" x 6-8" 53.3 -55.8 3-4" x 6-8" 53.3 -34.8 3 -9" x 6-8' 53.3 NA 2-8" x 8-0' 53.3 57.9 3-0" x 8-0" 53.3 -50.8 3 -1 1/2" x 8-0' 53.3 -48.6 EMBEDMENT 1 1/2' HINGE STILE INACTIVE LOCKS TILE !r HINGE -"' STILE 4' TYP. LOCK STILE 0/8' VINYL 11E)c /16' VINYL 3' LOCK STILE / .EMBEDMEN 1 1/2' 2X _P.T. SOUTHERN TYP; DETAIL PINE FRAMING (MIN) WOOD CONS. 1 /4'MAX. - 2 112' EDGE MST. 36' MAX. SIDELITE WIDTH CONC. CONS. , L W CONCRETE 1/4' Aux aEDF. MAX. MRX3'AT WAD AMOOtS \ i ICJ FLUSH 11 PELTS 1/8' 19 OR 3/16'Q TEMP. 4 HEAD H z SILL t i RECOMENDED 3/4' RECESS (MIN.) J; p EXTRUDED ALUMINUM REINFORCING BAR X 3' AT MEETING STILE ANCHORS. 71 1/2' MAX. FRAME WIDTH (2 PANELS MAX. 34 1/4' WIDE NOM.) 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) EXTERIOR 36' MAX. SIX. } Comparative Analysis Tables of Allowable Design Pressures. for Product Sizes Indicated. for CTL Test No. CTLA 136W - 1 6 dated 1 12/3/96 1 Tabulated are the Allowable Design Pressure Rating tor Product Sizes and Conegutanons shown. pst. TYP. DETAIL CONC. CONS, "r-1 /4'MAX. } W U z a i N 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) M I 1 ;; Calln --4 PIT1 L r f ce 19 ° - 1/8' OR w � 3/16' TEMP. W `0 � GLASS o Sr ez M z O u n /[t, , a 1 _ j we 3 ' ., m Z W Li • III e -S 4 . TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 1/8' OR 3/16' TEMPERED GLASS TEST LAB: CERTFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W -6 FILE NO. PA99230 CONFIG. SEE ELEV. Sheet' 3 OF 9 Date' 10 -21 -9S Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ ,-P Z9, 2000 BY Sa1 • PRODUCT CONTROL DIV!SAN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9 2.10 2 -OL ci Zr cu • CU ♦ fU fU . 4.- X a z 4' CTYPJ 147J 1 111 1 111 1 111 36' 71 1/2' D.F. — 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR V/ SIDELITE EACH SIDE CTYPJ 4' (TYP.) rYTJ l J 1 L 71' 14' '4HCTEAD IMAX 6 SM 1 O 0 \ O \ 1 111 ' 1 36' –4 37 7/16',-- 36' 109 7/16' MAX FR. WIDTH T ., 14' ,KCTYP. A MAX. HEAD t SILL) .l c 7 7/8' TO HIH arc 7 7/8' HINGE HT. `— —� TYP. ♦ 7 7/8' HINGE HT. TYP. 7/8' TO HINGE (TYP.) X N 4' CTYPJ NOTES FOR ANCHORS INTO STRUCTURAL CONCRETOCBS CONSTRUCTION. ,}4 - i 14' je.CTYP. AT MAX HEAD 1. SILL) 1 4' CTYPJ ,x -37 7/16' MAX FRAME WIDTH DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE 4 ` 1 TYP.) 14' H EAD & 1. U 1 1 1 1 I 1 1 1 I MAX' I SILL I 111 'I III 1 1 1 36' 71 1/2' D.F. 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK –UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK –UP. ADDITIONAL CLUSTERS OF THREE C3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK –UP. t0. LOCATE ALL HINGE / LOCKSET ANCHORS WITHIN 6' FROM HINGE / LOCKSET CENTERLINE, PER TEST MOCK –UP. 1. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', '0X0', OR 'OXXO' CONFIGURATIONS. 2. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. . SiN1iLE DOOR v /SINGLE SIDELITE AT LOCK STILE. 4=—f YP.) X HEAD AT I HEAD SILL) Cu ■ t (U • CU CTYPJ X ♦ S NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 1 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR. FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK –UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK –UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK –UP. 7. LOCATE ALL HINGE /LOCK –SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK –UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. FLUSH BOLT DETAIL 4' (TYP) 1 36' ,1' 37 7/16' 73 7/16' MAX FRAME WIDTH 3' VIEWED FROM INTERIOR FILE NO. CONFIG. PA9923OSEE ELEV. I CY LL cu ♦ • • (U X X ♦ PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS Sheet: 4 OF 9 ti CTYPJ X 4' CTYPJ ,YCTYPJ 71 1/2' MAX FRAME WIDTH DOUBLE DOOR TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 5 Date' J Rev. 10-21-9914-28-00 14' e. (TYP. AT MAX HEAD 1. SILL) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATF ` - ' 4- - 2?, z ad 8Y - PRODUCT CONTROL DIVISION CUILDiNG CODE COMPLIANCE OFFICE 4CCCPE[NCE NO. O FALSE MUNTINS MAY BE APPLIED TO GLASS(TYP) {I a E l. I 0 \O 0- Q ( 1 \ h n-fh vuu oif in 71 1i c nnn u I- ° I x \ 1 1 / / •§E' t r_ / / ci Zr cu • CU ♦ fU fU . 4.- X a z 4' CTYPJ 147J 1 111 1 111 1 111 36' 71 1/2' D.F. — 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR V/ SIDELITE EACH SIDE CTYPJ 4' (TYP.) rYTJ l J 1 L 71' 14' '4HCTEAD IMAX 6 SM 1 O 0 \ O \ 1 111 ' 1 36' –4 37 7/16',-- 36' 109 7/16' MAX FR. WIDTH T ., 14' ,KCTYP. A MAX. HEAD t SILL) .l c 7 7/8' TO HIH arc 7 7/8' HINGE HT. `— —� TYP. ♦ 7 7/8' HINGE HT. TYP. 7/8' TO HINGE (TYP.) X N 4' CTYPJ NOTES FOR ANCHORS INTO STRUCTURAL CONCRETOCBS CONSTRUCTION. ,}4 - i 14' je.CTYP. AT MAX HEAD 1. SILL) 1 4' CTYPJ ,x -37 7/16' MAX FRAME WIDTH DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE 4 ` 1 TYP.) 14' H EAD & 1. U 1 1 1 1 I 1 1 1 I MAX' I SILL I 111 'I III 1 1 1 36' 71 1/2' D.F. 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK –UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK –UP. ADDITIONAL CLUSTERS OF THREE C3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK –UP. t0. LOCATE ALL HINGE / LOCKSET ANCHORS WITHIN 6' FROM HINGE / LOCKSET CENTERLINE, PER TEST MOCK –UP. 1. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', '0X0', OR 'OXXO' CONFIGURATIONS. 2. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. . SiN1iLE DOOR v /SINGLE SIDELITE AT LOCK STILE. 4=—f YP.) X HEAD AT I HEAD SILL) Cu ■ t (U • CU CTYPJ X ♦ S NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 1 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR. FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK –UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK –UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK –UP. 7. LOCATE ALL HINGE /LOCK –SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK –UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. FLUSH BOLT DETAIL 4' (TYP) 1 36' ,1' 37 7/16' 73 7/16' MAX FRAME WIDTH 3' VIEWED FROM INTERIOR FILE NO. CONFIG. PA9923OSEE ELEV. I CY LL cu ♦ • • (U X X ♦ PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS Sheet: 4 OF 9 ti CTYPJ X 4' CTYPJ ,YCTYPJ 71 1/2' MAX FRAME WIDTH DOUBLE DOOR TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 5 Date' J Rev. 10-21-9914-28-00 14' e. (TYP. AT MAX HEAD 1. SILL) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATF ` - ' 4- - 2?, z ad 8Y - PRODUCT CONTROL DIVISION CUILDiNG CODE COMPLIANCE OFFICE 4CCCPE[NCE NO. O FALSE MUNTINS MAY BE APPLIED TO GLASS(TYP) {I a 0 \O 0- Q / \'N ° x \ 1 1 / / t r_ / / 10 ci Zr cu • CU ♦ fU fU . 4.- X a z 4' CTYPJ 147J 1 111 1 111 1 111 36' 71 1/2' D.F. — 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR V/ SIDELITE EACH SIDE CTYPJ 4' (TYP.) rYTJ l J 1 L 71' 14' '4HCTEAD IMAX 6 SM 1 O 0 \ O \ 1 111 ' 1 36' –4 37 7/16',-- 36' 109 7/16' MAX FR. WIDTH T ., 14' ,KCTYP. A MAX. HEAD t SILL) .l c 7 7/8' TO HIH arc 7 7/8' HINGE HT. `— —� TYP. ♦ 7 7/8' HINGE HT. TYP. 7/8' TO HINGE (TYP.) X N 4' CTYPJ NOTES FOR ANCHORS INTO STRUCTURAL CONCRETOCBS CONSTRUCTION. ,}4 - i 14' je.CTYP. AT MAX HEAD 1. SILL) 1 4' CTYPJ ,x -37 7/16' MAX FRAME WIDTH DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE 4 ` 1 TYP.) 14' H EAD & 1. U 1 1 1 1 I 1 1 1 I MAX' I SILL I 111 'I III 1 1 1 36' 71 1/2' D.F. 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK –UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK –UP. ADDITIONAL CLUSTERS OF THREE C3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK –UP. t0. LOCATE ALL HINGE / LOCKSET ANCHORS WITHIN 6' FROM HINGE / LOCKSET CENTERLINE, PER TEST MOCK –UP. 1. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', '0X0', OR 'OXXO' CONFIGURATIONS. 2. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. . SiN1iLE DOOR v /SINGLE SIDELITE AT LOCK STILE. 4=—f YP.) X HEAD AT I HEAD SILL) Cu ■ t (U • CU CTYPJ X ♦ S NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 1 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR. FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK –UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK –UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK –UP. 7. LOCATE ALL HINGE /LOCK –SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK –UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. FLUSH BOLT DETAIL 4' (TYP) 1 36' ,1' 37 7/16' 73 7/16' MAX FRAME WIDTH 3' VIEWED FROM INTERIOR FILE NO. CONFIG. PA9923OSEE ELEV. I CY LL cu ♦ • • (U X X ♦ PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS Sheet: 4 OF 9 ti CTYPJ X 4' CTYPJ ,YCTYPJ 71 1/2' MAX FRAME WIDTH DOUBLE DOOR TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 5 Date' J Rev. 10-21-9914-28-00 14' e. (TYP. AT MAX HEAD 1. SILL) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATF ` - ' 4- - 2?, z ad 8Y - PRODUCT CONTROL DIVISION CUILDiNG CODE COMPLIANCE OFFICE 4CCCPE[NCE NO. O FALSE MUNTINS MAY BE APPLIED TO GLASS(TYP) e 0 I I)J I 11 11 1 J1 MAX. L. 1\ \ X \ 0 , \ X J � e e DOOR (4D 1 O © SH O \ \ � X \ 9 ■ OF HINGE y X\\ /tJ � 1 11 I I)J I 11 11 1 J1 MAX. L. 1\ @ \A O © SH O \ \ � X \ 9 ■ OF HINGE y /tJ t ar DODOUR I IC 111 I If` T1 ' 36' --)1' 37 7/16' - 109 7/16' MAX FR. 1 'T1 1 ,k-- 36' WIDTH v CU cu • (U X 1 X S 7 N cu • CTYF X 1 X 1 4' CTYPJ 4' Y `- TYPJ (TYP) X 1 4' (TYP.) 1 1/2' AX .O 0 eo .,u�a s JL�VULL .&J UUK � - 36' - 7( 71 1/2' D.F. — � ,— 36' / 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDELITE EACH SIDE 71,' 14 ' °n L YI 1 I) 14' y_XTYP. AT MAX HEAD L S L. X 1 (U to m CU (U 1/2' TO HINGE \7 7/8' HINGE HT. TYP. — — � QF HINGE _ 7 8' -V F Da aOR HINGE HT. TYP. = -.. 7 7/8' 14114 TYP HT' 4 1/2' TO HINGE CTYPJ S X X F 4' (TYP.) NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. 11 11111 a11vUL� 11LJUK 4 14' .t4( AT MAX HEA D L SILL) 4' CTYPJ 37 7/16' MAX FRAME WIDTH DOUBLE DOOR VITH SINGLE SEDELITE EACH SIDE 14' ).(TYP. AT 11 11 )1 1 IMA I H SILL L II 11111 'I l 11111 I I III'I • Il 36' 71 1/2' D.F. / 36' 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' <12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF FIVE <5) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TVO (2) ANCHORS ARE REQUIRED AT MID- PANEL: 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -UP. 10. LOCATE ALL HINGE /LOCKSET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 11. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 12. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. t 0F OF HINGE DOOR fU to • (U • CU • (U X 1 X S FLUSH BOLT DETAIL SINGLE DOOR V /SINGLE SLDELITE AT LOCK STILE. 71 ' 14 'HEAD 11111 1 PtAx. 4'- YPJ 1 II � CTYPJ ( C D 1 11 I 3' 4' (TYP.) . 11 4 - 36' 37 7/16' rr 73 7/16' — MAX FRAME WIDTH VIEWED FROM INTERIOR AT 1. SILL) _ OF HINGE -- OF DOQR NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION ‹TYP \ I EQ EQ EQ EQ • CTYPJ 11 11 11 1� I 7H I I L 1 1 71. 1/2' MAX FRAME WIDTH 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF FIVE (5) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TWO (2) ANCHORS ARE REQUIRED AT MID - PANEL. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /L❑CKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAD CERTIFIED TESTING LABORATORIES TEST REPORT NO CTLA 136W - 4 FILE NO. CONFIG. PA99230 SEE ELEV. Sheet( 6 OF 9 Date( 10 -21 -99 DOUBLE DOOR 14' ( TYP. MAX. HEAD Rev. 4-28-06 AT L SILL) FALSE MUNTINS MAY BE APPLIED TO GLASS (TYP) OF HINGE t0F DOOR APPROVED AS COMPLYING WITH THI SOUTH FLORIDA BUILDING CODE DAT Nrc 25;_z0oo BY IsL % l - PPODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - 02 - .1 44,3){. French Door With Sidelites Frame Size XX Configuration = 'OXXO' 12 SA- Width 1: S/L r• • 4" SA- Width 36 /L dth 3 1/8' Sill 31/8" Sill 3 1/8" Sill 3 1/8" Sill Width x Height +Dp -Op +Dp -Dp +Dp -Dp +Dp -Dp 6-0' x 6-8 80.0 -122.7 80.0 -122.7 80.0 -122.7 80.0 -113.8 5-6 x 6-8" 80.0 - 110.9 80.0 -110.9 80.0 - 110.9 80.0 -108.2 6-0" x 6-8" 80.0 - 1012 80.0 - 1012 80.0 - 1012 80.0 -101.2 6- 6" x 6-8' 80.0 -762 80.0 - 762 80.0 -762 80.0 -76.2 7-0" x 6-8' 80.0 - 52.3 80.0 - 52.3 80.0 -52.3 80.0 -52.3 5'-0" x 6 -0" 80.0 - 100.3 80.0 - 93.6 80.0 -83.7 71.5 -69.9 S-6" x 8'-0" 80.0 - 90.7 80.0 - 88.0 80.0 - 79.3 68.7 -66.8 6-0" x 8'-0" 78.2 -82.8 78.2 -82.8 78.2 -75.2 66.1 -63.9 French Door Wdh Siderdes Frame Size XX Configuration ='XXO' 12 SA- Width 18" S/2. Width 24' SA- Width 36' Sit Width 3 1/8' Sill 31/8' Sill 31/8" Sill 31/8" Sill Width x Height +Dp -Op +Dp -Op +Op - Dp +Op - Op 5'-0" x 6-8" 80.0 -122.7 80.0 -122.7 80.0 -122.7 80.0 -113.8 5'-6" x 6-8" 80.0 - 110.9 80.0 - 110.9 80.0 - 110.9 80.0 -1082 6-0' x 6-8' 80.0 - 1012 80.0 - 1012 80.0 - 1012 80.0 -1012 6- 6" x 6-8' 80.0 - 762 80.0 - 762 80.0 - 762 80.0 -762 7-0" x 6-8' 80.0 -523 80.0 -52.3 80.0 -52.3 80.0 -52.3 6-0' x 8"-0' 80.0 - 100.3 80.0 - 93.6 80.0 1 -83.7 71.5 -69.9 6-6" x 6-0" 80.0 -90.7 80.0 - 88.0 80.0 -79.3 68.7 -66.8 •42' x 8'-0' 78.2 -82.8 782 -82.8 _ 782 -75.2 66.1 -63.9 French Door With Siderdes Frame Size X Configuration = "0X0" 12' S/L Width 18' S/L Width 24" SA. Width 36" S/L Width 3 1/8" Sill 3 1/8" Sill 3 1/8' Sill 3 1/8" Sill Width x Height +Op I -Op +Dp -Op +Op 1 - Op +Op I - Dp 2-8" x 6-8" 80.0 1- 126.0 80.0 - 126.0 80.01- 125.3 80.0 -103.8 3 -0' x 6-8' 80.0 1-110.5 80.0 - 110.5 80.0 1-110.5 80.0 -99.3 3-4' x 6-8' 80.0 - 83.6 80.0 - 83.6 80.0 -83.6 80.0 -83.6 3 -9" x 6-8' 80.0 -44.8 80.0 -44.8 80.0 -44.8 80.0 -44.8 2-8" x T-0 80.0 - 98.4 80.0 - 89.8 80.0 -80.7 69.6 -67.8 3-0' x 6-0' 80.0 - 86.3 80.0 - 83.1 78.5 - 752 66.1 -63.9 3 -1 1/"2 x 8'-0" 80.0 I -0^25 80.0 - 80.9 76.9 - 73.4 64.9 -62.6 French Door Wdh Sidelites Frame Size X Configuration = "XO' or 'OX 12' SA- Width 18" S/L width 24' SA_ Width 36' SA. Width 3 1I9 Sill 3 1/8' Silt 3 1/8' Sill 3 1/8" Sill Width x Height +Dp -Dp +Dp I -Dp +Op 1 -Op +Op 1 -Op Z-8" x 6-8` 80.0 - 126.0 80.0 - 1 80.0 - 125.3 80.0 1 -103.8 3'-0" x 6'-8- 80.0 1- 110.5 80.0 I- 110.5 80.0 I - 110.5 80.0 1 -99.3 3 -4" x 6-8" 80.0 I - 83.6 80.0 - 83.6 80.0 - 83.6 80.0 1 -23.6 3 -9' x 6-8' 80.0 [ -44.8 80.0 -44.8 80.0 - 44.8 80.0 -44.8 Z-8" x 8'-0" 80.0 1 -98.4 80.0 - 89.8 80.0 -80.7 69.6 -67.8 3-0' x 8'-0" 80.0 1 - 86.3 80.0 -83.1 78.5 - 752 66.1 -63.9 3 -1 12' x 8'-0' 80.0 1 - 825 80.0 -80.9 76.9 I - 73.4 64.9 + -626 French Door Frame Size XX Conic; ='X X 3 1/8' Sill Width x Height t Op - Dp 5'-0' x .6-8" 80.0 -122.7 5'-0' x 6-8' 80.0 -110.9 6-0' x 6-5' 80.0 -1012 6- r x 6-8" 80.0 -762 7-0" x 6-0" 80.0 -52.3 5'-0' x 8'-0' 80.0 -100.3 5-6 x 8"-0" 80.0 -90.7 6-0" x 8'-0" 782 -82.8 French Door Frame Size X Config ='X' 3 1/8" Sill Width x Height + Dp - 2 x 6-8" 80.0 -126.0 3'-0" x 6-8" 80.0 -110.5 3 -" x 6'-8" 80.0 -83.6 3 -9" x 6-8' 80.0 -44.8 2-8" x 8'-0" 80.0 -98.4 3-0' x 8'-0' 80.0 -86.3 3 -1 1/2' x 8'-0" 80.0 -82.5 BE . 1-,3/4' • CONCRETE- TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 4 FILE NO.1 CONFIG. Sheet: PA99230 SEE ELEV.' 7 of 9 Date' 10 -21 -99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 2 ? 2-000 or 19..€1 I. [.In4�Ja PRODUCT CONTROL DIVISION BWLUG PP ACCEPrAItII•:CE NO CODE _9 COM p-t.2 LIANCE o2•o OFFICE 2 a • 2X P.T. SOUTHERN TYP. DETAIL PINE FRAMING (MIN) WOOD CONS, 1 /4'MAX.; v 36' MAX. SIDELITE WIDTH -J La LI ZU 0I- \ CNC CONS, 2 t!Y EDtZ DIST. At lx RL ST 11 L • 4 • 3'^ • CONCRETE 1/4' rtlamm Aux stow. MAX. M i)AR X 3- AT HEAD MOT 0 T 3/16'Q TEMP. HEAD 0 O z SILL RECOMMENDED 3/4' RECESS CMIN) EXTRUDED ALUMINUM REINFORCING BAR X 3' AT MEETING STILE ANCHORS. INACTIVE LDCKSTILE 4' • HINGE STILE j U HINGE STILE 71 1/2' MAX FRAME VIDTH C2 PANELS MAX 34 1/4' VIDE NOM.) ACTIVE LDCXSTILE 4' ACTIVE LOCXSTIL H © 71 o 12 060-i .L.• aA i . . JUU I (7LRIV WOOD BUCK (MIN) EXTERIOR mparanve Anaiysis r ables of AI owable 1 esign Pressures. lor ' oduct izes Indicated. for I est No. LOCK STILE j, A HINGE STILE 3 ' 36' MAX. Tabulated values are the Allowable Design Pressure Rating for Product Sizes and Configurations shown. psi. TYP. date • 1 /96 '}<- 1 /4'MAX. N 0 W ✓ x W IX P.I. SOUTHERN PINE WOOD BUCK (MIN) CONC, CONS, 3/16' TEMP. GLASS tY 0 r 0 0 II 111 I11IM 1 � ©� ■ SM 10 1I i li \ \ O � ' 0 ❑ HINGE = OOF \ X 7/16',1 MAX FR. 1 1 11 36' — 7 WIDTH - 71 If G nnA UL.1 a \\ X \ / / e EN / / I F DO�2 x :z� � be I I- H II 111 I11IM 1 � ©� ■ SM 10 1I li \p X / 2 f Q C 0 \ 0 X \ \ / / \ X 7/16',1 MAX FR. 1 1 11 36' — 7 WIDTH - 71 If G nnA UL.1 a \\ nnn 1,L1 e EN 1 0 x :z� � be I I- H II 111 I11IM 1 � ©� ■ SM 10 0 ❑ OF HINGE �pF DOi1 0i \p X / 2 f Q C ' 11 11 1 ' 36' --k 37 4- 109 7/16' 7/16',1 MAX FR. 1 1 11 36' — 7 WIDTH - x CU In CT W 1 I H • +..u�� uuur[ • CU • • • CU X S X . JLLCL1IL 4-. r 4' CTYP CTYP) X S I 11 II1lllf 11 111111 11 IIjII 11 36' f — 36' --7( 71 1/2' D.F. ,F— 36 / 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDELITE EACH SIDE 4'— TYP.) 4' (TYP.) LUUIfLL 1 1JUUK CTYP• AT - ' 14' 4 w n t JINLULL LUUK ' MAX. HEAD I. MAX. 2 X (LJ tn 0' _ _ 1/2' TO HINGE — 7 7/8' HINGE HT. TYP. OF HINGE — 7 7/8' -tar DOOR HINGE HT. TYP. -- — � HINGE HT. 1— �7 7/ TYP.• • 4 1/2' TO HINGE Zr CU • N • CU • 'NCCTYPJ CTYP.) X z ti X z k 1 • 4' CTYP.) NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. 4 ' 14' HEAD 1. SI. AT NAX. I ©1 4' CTYP) 37 7/16' MAX FRAME WIDTH DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE I 1 II •Illl i '1I 111111 I I 1111 I ' it 36' 1' 71 1/2' D.F. , 36' 143 1/2' MAX. FRAME WIDTH OF HINGE - tar — DOER 71' 14' " HEAD $. I I MAX ' I SILL !. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' L MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 3. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.), EXCEPT AS INDICATED IN NOTE NUMBER 7 BELOV. ). MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7 . LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINES, AND 2 3/8' ON CENTER MINIMUM, PER TEST MOCK -UP. 3. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAX. PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF SIX (6) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TVO (2) ANCHORS ARE REQUIRED AT MID - PANEL. - ). LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND CLUSTERS OF TWO (2) ANCHORS 24' ON CENTER MAX., PER TEST MOCK -UP. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM HINGE / LOCKSET CENTERLINE, PER TEST MOCK -UP. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'DX', 'XX', '0X0', OR 'OXXO' CONFIGURATIONS. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. FLUSH BOLT DETAIL ..LIVuLL 1J000 W / JiNULL J111LL1 I L ti I LULIL .1i 4� P.) 7' 14' ^HEAD L SILL) NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WO OD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK - UP. ADDITIONAL CLUSTERS OF SIX <6) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TVO (2) ANCHORS ARE REQUIRED AT MID - PANEL. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND CLUSTERS OF TWO (2) ANCHORS 24' ON CENTER MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. 36' ,t' 37 7/16' 73 7/16' MAX FRAME WIDTH 3 VIEWED FROM INTERIOR OF HINGE OF DOOR 71 1/2' MAX FRAME WIDTH LUUriL: JUUFC CTYP.) I ; EQ /) EQ EQ EQ 4' CTYP. 14' ,CTYP• AT MAX HEAD & SILL) FALSE MUNTINS MAY BE APPLIED TO GLASS (TYP) OF HINGE f O DOO TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB' CERTIFIED TESTING LABORATORIES TEST REPORT NO; CTLA 136W - 1 2 3 FILE NO. PA99230 CONFIG. SEE ELEV. Sheet' 8OF9 Date' Rev. 10- 21- 994 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT _ q 2 " e PBODUCr CONTROL DIV!S.ON BBUILD:N,G CODE COMPLIANCE OFFICE :CCEPT;.I,CE NO. l 9D 2. 2. • ,TFRED 41Zt(� French Door Wtth Sideates Frame Size XX Configuration. = 70XO' 12' SA. Width 18' SA. With 24' SA- Width 36' SA- Width 3 1/8' Sill 3 1/8' Sill 31/8' Sill 3 1/8' Sill Width x Height +Dp -Dp + Op -Dp +Op -Dp +Op -Op 6-0' x 6-8' 80.0 - 170.7 80.0 - 170.7 80.0 - 170.7 80.0 -120.0 6-6' x 6-8' 80.0 - 148.7 80.0 - 148.7 80.0 - 148.7 80.0 -120.0 6-0' x 6-8' 80.0 -115.7 80.0 - 115.7 80.0 - 115.7 80.0 -115.7 6-6" x 6-8' 80.0 - 762 80.0 - 762 80.0 - 762 80.0 -76.2 7-0' x 6-8" 80.0 1 - 52.3 80.0 - 52.3 80.0 -52.3 80.0 -52.3 5'-0' x 8'-0 80.0 - 141.7 80.0 - 134.7 80.0 -120.5 80.0 -100.7 6-6' x 6-0' 80.0 - 128.1 80.0 - 126.7 80.0 - 114.1 80.0 -96.1 6 -0' x 6-0' 80.0 - 115.7 80.0 - 115.7 80.0 - 108.3 80.0 -92.0 French Door With Sidelites Frame Size XX Configuration = '0XX0' 12' SA. Width 18' SA. Width 24' S/L Width 36' S/L Width 3 1/8' Sill 3 1/8' Sill 3 1/8' Sill 3 1/8 Sill Width x Height +Dp -Dp +Dp -Dp +Dp 1 -Dp +Op -Dp 5'47 x 6-8' 80.0 1- 170.7 80.0 - 170.7 80.0 -170.7 80.0 -120.0 6-0" x 6-8' 80.0 - 148.7 80.0 -14.8.7 80.0 -14.8.7 80.0 -120.0 6-0' x 6-8' 80.0 - 115.7 80.0 - 115:7 80.0 - 115.7 80.0 -115.7 6- 6' x 6-8' 80.0 - 762 80.0 -76.2 80.0 - 762 80.0 -76.2 7-0' x 6-8' 80.0 - 52.3 80.0 - 52.3 80.0 - 52.3 80.0 -52.3 6-0' x 6-0' 80.0 - 141.7 80.0 - 134.7 80.0 - 120.5 80.0 -100.7 6-6' x 8'-0 80.0 - 128.1 80.0 - 126.7 80.0 - 114.1 80.0 -96.1 6-0' x 6-0' 80.0 - 115.7 60.0 -115.7 80.0 - 108.3 80.0 -92.0 French Door With Sidelites Frame Size X Configuration = 7CO' or 'OX' 12' S/L Width 18' SA. Width 24' S/L Width 36" S/L Width 3 1/8' Sip 31/8' Sill 31/8" Sill 3 1/8' Sill Width x Height +Dp 1 -Op +Dp -Dp +Dp -Dp +Dp 1 - Op 2-8' x 6-8' 80.0 1- 167.6 80.0 - 167.6 80.0 - 167.6 80.0 -120.0 3 -0' x 6-8" 80.0 1 -133.8 80.0 - 133.8 80.0 - 133.8 80.0 -120.0 2-4' x 6-8' 80.0 1 -83.6 80.0 1 - 83.6 80.0 - 83.6 80.0 -83.6 5-9" x 6-8 80.0 1 - 44.8 80.0 - 44.8 80.0 - 44.8 80.0 -44.8 2-8' x 6-0' 80.0 1- 138.9 80.0 - 129.3 80.0 - 1162 80.0 -97.6 3-0' x 6 -0' 80.0 1-121.9 80.0 - 119.7 80.01- 108.3 80.0 -92.0 5 -1 1/2"x 6-0' 80.0 1- 116.5 80.0 - 116.4 80.0 - 105.6 80.0 1 -90.1 French Door With Sidelites Frame S¢e X Configuration ='OXO' 12' S/L Width 18' S/L Width 24' SA. Width 36 S/L Width 3 1/8' SiII 3 1/8' Sill 3 1/8' Sill 3 1/8' Sill Width x Height +Op 1 -Dp +Op -Dp +Dp 1 -Dp +Op 1 -Dp 2-8' x 6-8' 80.0 1- 167.6 80.0 - 167.6 80.0 - 167.6 80.0 -120.0 3'47 x 6-8" 80.0 - 133.8 80.0 - 133.8 80.0 - 133.8 80.0 -120.0 3-U' x 6-8' 80.0 -83.6 80.0 - 83.6 80.0 - 83.6 80.0 1 -83.6 5-0' x 6-8' 80.0 - 44.8 80.0 - 44.8 80.0 -44.8 80.0 -44.8 2-8' x 6-0' 80.0 - 138.9 80.0 - 129.3 80.0 1 -1162 80.0 -97.6 3-0' x 8' -0' 80.0 - 121.9 80.0 - 119.7 80.0 1- 108.3 80.0 -92.0 3 -1 12'x 2-0" 80.0 - 116.5 80.0 - 116.4 80.0 1-105.6 80.0 -90.1 ■ French Door Frame Size XX Config = 7CX' 31/8 Sill Width x Height +Op -Op 5'-0' x 6-8' 80.0 -170.7 5'-6 x 6-8' 80.0 -148.7 6-0' x 6-8' 80.0 -115.7 6- 6' x 6-8' 80.0 -762 7-0' x 6-8' 80.0 -52.3 6-0' x 6-0' 80.0 -141.7 6-0' x 2-0' 80.0 -128.1 6-0' x 8-0' 80.0 -115.7 French Door Frame Size X Config = "X' 31/8' Sill Width x Height + Dp 1 -Op 2-8' x 2-8' 80.0 -167.6 5-0' x 6-8' 80.0 -133.8 3'-4' x 6-3' 80.0 -83.6 7 -9' x 6-8' 80.0 -44.8 2-8' x 6-0' 80.0 -138.9 3-0' x 247 80.0 -121.9 2 -11/2x 8'-0' 80.0 -116.5 1111112111r an a I . I. r 3/4' . CONCRETE• ii i -+ ' :Z /[ Z: NVISIQ '36a r AX. mma 1 r ii . r / III /. 1 uItw t_7 z_ z W iQ r tY z 2X P.T. SOUTHERN ETAIL PINE _ FRAMING (MIN) ADD CONS. 1 /4'MAX. a ter ca¢ tu=T. DLO sTRUCT11311.- t>7 TE MAX. SIDELITE WIDTH CONC. CONS 36' z . CONCRETE ° 1/4' AuIK MAX. BAR X 7 AT FEAR MOMS FLUSH 11 80.TS 3/16' TEMt HEAD tz w w z SILL RECOMMENDED 3/4' RECESS O(NL r- • 4, 11 INACTIVE LOCKSTILE 4' HINGE STILE EXTRUDED ALUMINUM REINFORCING BAR X 3' AT MEETING STILE ANCHORS. 71 1/2' MAX. FRAME WIDTH ACTIVE LOCKSTILE 4' HINGE STILE (2 PANELS MAX. 34 1/4' WIDE NOM.) wOOD BUCK (MIN) EXTERIOR mparative Analysis abler of Allowable Design aculaled values are the essures, for ' could ¢es Indicated. for t est No. owable ' esign 'ressure anng for ` oduct ores and - nngurations shown, psf. 4' LOCK STILE ,{ I ' _ A HINGE STILE TYP. TYP. 36' MAX. 136W TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR (REINFORCED) GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 1,2,3. FILE NO. PA99230 CONFIG. ` SEE ELEV. Sheet: 9 OF 9 Date: Rev. 10 APPROVED AS COMPLYING WITH THI SOUTH FLORIDA BUILDING CODE DATE 29 2a0o BY I• Ll,aw� PRODUCT CONTROL DIV!S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 1 ?-090 2 - 0 2. 1 3 dated SIM. 1-1/4 'MA X. 3/16' TEMP. F: - I . ? 1 4 GLASS 6 MO's IJ 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) TYP. DETAIL CONC, CONS, CONC. CONS, SOUTH MIAMI GRAPHIX /14: 71 4 -. f1: 4' " '44 •M 1 f f / Legend Centel A.n ; ftc dcnc 1A and •:Di1C'- Ccn;rete C iear ilq■J Hight of a.,sy CN'f Chain `. :r:k fence Ms Mr.. .•eci Fncrcachnterit 1 tlw Note- Lane's shown hereon were not abstracted for easements and/or right -of ways of record. I nga! description provided by client. Elevations based on OCBM # A/— 444• Flev. ��� NCW Datum 1929 r T / .- Bearings if shown a based on assumed mendian and Plat of Recorc 4../:- dr- -r G t r/ e4.- HOT VALID UNLESS EM6O SSE0 MtTN SURVEYOR'S SEAL REVISED: 6 /s'- p/ AO BOUNDARY SURVEY Heraby Certify. That the attached Survey was made under my responsible charge end substantially meets the minimum technical standards as set forth by the FLORIDA BOARD OF LAND SURVEYORS In Chapter 610174, Florida Administrative Ca$ pursuayt to Section 472.13X7. Florida Statrt•s. GA1Y B. CASTEL Registered Land Surveyor Nc. 4129 State of Florida GARY B. CASTEL SURVEYING, INC. LAND SURVEYORS 12016 S W 132nd COURT, MIAMI, FLORIDA 33186 (305) 253 9720 (305) 253 -6767 FLOOD ZONE. X • DATE! 12- 16• -96 SCALE! r DWN. BY CPC JOB No. 196 -1105 • n LI 0 N LEGAL 'DESCRIPTION: 3 and the West 1/2 of I,ut. 7, iilrx-k 4, AMFINT?I1) PLAT OF I ,11 Sa'TP ti NO. 1, according, to the plat thereof redorck :,. I Ici . Timr: 11 t'r7Ul' ; H, t tilt_ Public t_�� L.t � , it- Records CL T).t(ie County, 1-'iori(?a. SURVEY FOR: } 1L'\NIK, Douglas 11. and Itydee 92 NI: 9r)t': Street, Miami Shores, FL 33.138 CFI�`I I F'IU) '10: 114.af41 U r4_1111ilt (4 ^i, ircuf.;, { .. . tl't.`.;; 'lit 1111111 •:1(14 ('4)4' A i1:. �.It,rt 3r�r ;e Cr p1.1 , i.i drKC-, /c L'v1 ;i ns INSTALLER MODEL RETAIL MODEL DESCRIPTION 93 83 WOODGRAIN TEXTURE, RAISED PANEL, GALV. INTER. STILES 94, 97 84A, 87 WOODGRAIN TEXTURE RAISED PANEL PAINTED GALV. INTER. STILES MODELS 83, 84A, 87,- 93, 94, 97 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. • ATTACHED W/ PATENTED TOG —L —LOC SYSTEM (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) Al& �i - r 1 • A LOCATION OF OPTIONAL VENTS E IGN ENGINE R MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 NOTE: DOORS UP TO 7' -0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). DESIGN LOADS: +46.6 P.S.F. & —52.0_ P.S.F. 1 TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. 18 GA. GALV. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG —L —LOC SYSTEM. A OPTIONAL OUTSIDE KEYED MAX. DOOR WIDTH = 16' -2" INSIDE ELEVATIONS SCALE 1/2" = 1' ni p y Building Products Company LOCK POSITION OUTSIDE HANDLE INTER. STILE Go9m' Corportrtlon A8 Rights Rtssrved. REV VIEW " C" VIEW "B" CONFORMS TO SFSC 3603.2 CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 DATE 3/27h5 16 GA. PAINTED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG— L —L.00 SYSTEM . (TOP, BOTTOM & CENTER). LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARGING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. DOOR TESTED FOR FORCED ENTRY WITH BOTH OUTSIDE KEYED LOCK AND INSIDE SLIDE BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK ON THIS PAGE). END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN OUTSIDE KEYED LOCK TRACK ON LOCK BAR LOCKING EACH SIDE OF DOOR. IcALr' NOTED OAT' 2/ ORAVN SY. CS-ECCED 2Y. ADDeb IAMB DWG g cHI4 T To PAcF 4 INTER. STILE OUTSIDE KEYED HANDLE MWW INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 PAfx'. 1 OF 4 DESCRIPTION B DESCRIPTION SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE. SNAP LATCH ON EACH SIDE OF DOOR. DRAWING NURSER, END STILE SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - 1E J 19 BY PRODUCT CONTROL DIVISION BUILDUG CODE COMPLIANCE OFFICE ACCEPTANCE ND ( - 1. ? MAX DOOR SIZE. 16'2 "W x 8'0 "H 101300 DOUBLE CAR HURRICANE PAN DOOR REV. ..s 5/U 7f MODELS 83, 84A, 87, 93, 94, 97 SHIP LAP JOINTS. 2" THICK -- I 24 GA. STEEL (MIN. YIELD STRENGTH: 38 KSI), EXTERIOR SKIN WITH G -60 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. (ASTM No. A653). DESIGN LOADS: +46.6 P.S.F. '& -52.0 P.S.E. TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F. I SCALE 2" = 1' 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL AND (4) 1/4"x3/4" SELF TAPPING SCREWS. (SEE VIEW "B ") MN is ® y P Building Products Company Clopay CorporaVon M Rights R...rv.d. REV 1 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO .TOP BRACKET WITH (2) _ 1 /4" x 1 /2" . BOLTS AND NUTS PER BRACKET. CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 DATE DATE • 3 /z7 /gS ONE 6" TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW " D" ) C- CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1) 1/4"x3/4" SELF TAPPING SCREW. 1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION, EXCEPT (8) STRAPS ON 2ND SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4"x3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. DESIGN ENGINEER ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. MARK W. WESTERFIELD, P.E. SECTION A -A (SIDE VIEW) FLORIDA REGISTRATION No. 48495 NOTED DRAVN BY CHECKED BY. 2/ MWW Al 1 TA/ Dw6 4 ctiART ro PA S PAGE, B DESCRIPTION - 2 -1/2" - -I I- -5/8" (TYP.) • VIEW " D" 6" TALL C- CHANNEL 16 GA. GALV. STEEL DESCR IPTION , 2 OF 4 APPROVED AS COMPLYING WITH WIT. SOUTH FLORIDA BUILDING CODE DATF_� BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICZ ACCEPTANCE NO ( t FAX DOOR SIZE 16'2 "W x 8'0 "H DRAVING NUMBER, 101300 19_'J 5- DOUBLE CAR HURRICANE PAN DOOR REV. t/ V /61 1 1 DOOR HEIGHT " L" 6' -6" 70" 7' -0" - 76" 7' -6" 82" 8' -0" 88" MODELS 83, 84A, 87, 93, 94, 97 2x6 WOOD JAMB SEE "JAMB PREPARATION NOTE" ABOVE #14x5/8" SHEET METAL SCREWS DOOR OVERLAP (EACH SIDE) ---� 12 GA. GALV. STEEL CONTINUOUS ANGLE FASTENED TO WOOD JAMB WITH 5/16" x1-5/8" LAG SCREWS NOT TO EXCEED 14 " 0.0. CONTINUOUS ANGLE MAY BE NOTCHED OUT AT JAMB TO STRUCTURE ATTACHMENT POINTS. 2" GALV, STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK . CLIPS. TRACK ATTACHED TO EACH CLIP WITH TWO 1/4!'x5/8' BOLTS & NUTS, EACH TRACK CLIP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4" DIA. RIVETS PER CLIP. DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S:F. TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F. JAMB CONFIGURATION SCALE 2" = 1' 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES SCALE 2" = 1' VIEW " B" JAMB PREPARATION NOTE EACH CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW PINE WOOD JAMBS WITH 5/16 "x1 -5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO 7'0" HIGH AND (13) LAG SCREWS PER SIDE UP TO 8'0" HIGH). THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND .IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING OR AS SHOWN ON PAGE 4 OF THIS . DRAWING. PREPARATION OF JAMBS BY OTHERS. 18 GA. INTERMEDIATE HINGE SCALE 2" = 1' VIEW "C" ti ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. STOP MOULDING BY DOOR INSTALLER (10 SUIT) 16 GA. GALV. STEEL PAINTED END STILE 18 GA. GALV. STEEL DOUBLE END STILE 20 GA. GALV. STEEL INTER. STILE 7/16" NUT IS INSTALLED 18 GA. GALV. STEEL CENTER HINGE ON ROLLER SHAFT FOR FASTENED TO INTER. STILES W /(4) UNRESTRICTED OPERATION. EACH #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH #14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. DESIGN ENGINEER MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 2" DIA. LONG STEM, 10 BALL STEEL END OF ROLLER STEM THREADED FOR 7/16" NUT. � Clopay Building Products Company ROLLER. REV 1 • DATE 3�27��5 DESCRIPTION AD1)6111 JAMB bwG ¢ CHAT To PAGE q CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET. SURE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 a ovay Coryerabon M Rights R ..e...a. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) -\ DOOR COUNTERBALANCE SYSTEM 12 GA. GALV. STEEL CONTINUOUS 1 -5/8" x 2 -3/8" ANGLE. TRACK CONFIGURATION SCALE 1/2" = 1' 2" GALV. STEEL TRACK, TRACK THICKNESS: .083" TYP. 2-1/2" x12 GA. GALV. STEEL TRACK CLIPS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14" 0.0. (7 TOTAL CLIPS FOR DOORS UP TO 7'0" HIGH). (8 TOTAL CLIPS FOR DOORS UP TO 8'0" HIGH). CALL' NOTED DA It, 2/15/95 DRAVN By. MWW CHECKED BY. PAGE. DESCRIPTION. B 3 OF DRAVING NUMBER, APPROVED r,S COMPLYING WITH THE • SOUTH FLORIDA BUILDING CODE C` DAT f-- �•� . 1 D� BY PRODUCT COO ° :(RO'_ DIVISION BUILD; NC CODE COMPLIANCE OFFICE ACCEPTI CE NO CL ti 1O) MAX Dam sat. 16'2 "W x 8'0"H DOUBLE CAR HURRICANE PAN DOOR 101300 9 BUILDING TYPE FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB MAXIMUM ON CENTER DISTANCE BETWEEN FASTENERS STEEL WASHERS REQUIRED? WOOD FRAME 1/2" x 3" EMBED LAG SCREW (ASTM A307, GRADE A) 1/4" x 1 -3/4" MIN. EMBED TAPCON CONCRETE ANCHOR HILTI SDM -72 -536 PINS (WITH 1 -1 /2" EMBED) . 3/8" x 1 -3/4" MIN. EMBED RAWL —STUD EXPANSION ANCHOR 7400 SERIES) 6 8 9 5 16" 12 10-1/2" 19" YES YES YES NO BLOCK WALL OR CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL OR CONCRETE 3/8" x 1 -3/4" MIN. EMBED RAWL LOK /BOLT ANCHOR BOLT (5000 SERIES) 5 19" NO MODELS 83, 84A, 87, 93, 94, 97 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: 1) ALL THE. LOAD_ FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE _ DOOR ` IS :TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. .2) EACH VERTICAL 'JAMB-•.SEES .A MAXIMUM DESIGN LOAD OF +2,982.4 LB & —3,328 LB AND A MAXIMUM TEST LOAD OF 4,480 LB & —4,992 LB. 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION 2905.1. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. - ® Cla o ® pY Building Products Company Copoy Corperotbn NI Rights R srvr..d. { MAX. O.C. REv 1 DATE 3/27/95 CHECKED ➢Y. FASTENER TYPE DESIGN ENGINEER MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 CLOPAY BUILDING PRODUCTS COMPANY S`' NOTED 312 WALNUT STREET, SUITE 1600 DATE CINCINNATI, OHIO 45202 (513) 381 -4800 DRAWN BY, MWW HORIZONTAL JAMB (NO LOAD FROM DOOR) 2/15/95 ADDED JAMB DWG & CHART TO PAGE 4 MIN. No. OF FASTENERS PER VERTICAL JAMB 2x6 VERTICAL JAMB PAGE. 4 OF 4 DESCRIPTION DESCRIPTION DOUBLE CAR HURRICANE PAN DOOR B BRAVING NUMBER, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE i DAT ..a . : ff BY PRODUCT CONTROL DiViS:ON BUILDING CODE COIPLIA E OFFICE .,..CCEPTANCE 1 ')3.0J. ..1 MAX DOOR SIZE 16'2 "W x 8'0 "H 101300 REV. j,„ i' L APPROVED 1 ZONING BY DATE STRUCTURAL ELECTRICAL PLUMBING AllECHPACAL !ROOFENG BLDG. OFFVAL - — 1 ---- SJSJECT TC COMPi2ACE MTH ALL FEDERAL STATE POD COMM 1 RULES AO REGULATIOS. t'2111111 SHORES ViLLAGE ASSULES ri'i3O RESPONSOURES FOR ACCURACV 1 V OR RESULTS FROIVI THESE pLAS. COriPLIANCE Wirri THE SOUTH FLORIDA DIADEM CODE AS ADOPTED Eill? MIAMI SHORES VILIAGE IS REQUIRED. THE ARCHITECT, BUILDER & SE CONTRACTORS ARE CHARGED 'PITH THE ItNOWLEDGE OF ALI BUILDM REGULATIONS WHETHER OR NOT SPECIFMALLV Ii‘D!CATED HEREIN. • al/3MT SMSRES VIILLME