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765 Amberjack Ln RES20-0168 2 of 2 installation dwgs_1ELDEN. WINDOWS & DOORS DESIGN PRO/ SMOOTH PRO NON -IMPACT FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) r'CNICDAI NI(1TCC. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • ASTM E330-02 • ASTM E283-04 • AAMA 1304-02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. 6 -PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS >_ 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 OPTIONAL 2X BUCK ANCHORING DETAILS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A WOOD SUBSTRATES 7 A CONCRETE SUBSTRATES 8 A COMPONENTS & BILL OF MATERIALS PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-9478 FAX : (954)744.4738 WEB: www.buildingdrops.com 2 II III 111' III III I I I 1 II 11111 All III I III I I I I Reference DWG. # A010831A I AM 09/04/] 1 TYP. ELEVATION 1 1 6'-8" DOOR HEIGHT 2 TYP. ELEVATION 2 1 8'4" DOOR HEIGHT NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. MAX. OVERALL DESIGN PRESSURE (PSF) NOMINAL SIZE MISSILE CONFIGURATION IMPACT _o >��o INSWING OUTSWING WIDTH HEIGHT RATING LU m O M N POS. NEG. 37 1/2" MAX. 3'-0" a J � z p � o - 50* 50 NON IMPACT X 3'-0" 8'-0" O.A. WIDTH 50 = ~O~ N w J c Y LL a� 6 1 p Q g=�In 37 1/2" MAX. 5 4 a z Z Q=X M LL O.A. WIDTH O O w Y 6~ 5 4 ® z j. cD �o z > z w Wo ® � J Q p 0 J = 3 N 5 z w Q --2 O Z 3 00 zo z 1 � -i Ln 3 O 5 �� w U O (n � z 00 LU 00 5 4 v Q z 4 5 ® LU Uj J z < z" s O ACTIVE Z" Ln a 5 ACTIVE O z = ~ REMARKS BY DATE Ln O 5 z 0 z_ x O Ln O z Q inm I Add ADA sill, Multi -Point Lock GL 06/05/7 2 II III 111' III III I I I 1 II 11111 All III I III I I I I Reference DWG. # A010831A I AM 09/04/] 1 TYP. ELEVATION 1 1 6'-8" DOOR HEIGHT 2 TYP. ELEVATION 2 1 8'4" DOOR HEIGHT NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. *SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. IND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI( SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROMTHE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC O N .7 7 "fl S A OF ASO tDQ ES .7377 G\ �� 39yam. C BL .338 / �J 14W ,FL 39004 FBPE jtT• OF AUTHORIZATIQN,,t� . 578 igitally signed by Hermes F Norero eason: I am approving this document ate: 2019.10.01 18:58:42 -04'00' DATE: 06.05.14 DWG. Y: G L TJ MJCHK.�Y: SSMSS SCALE: NTS DWG. #: D015686 SHEET: OF8 1 MAX. OVERALL DESIGN PRESSURE (PSF) NOMINAL SIZE MISSILE CONFIGURATION IMPACT INSWING OUTSWING WIDTH HEIGHT RATING POS. NEG. POS. NEG. X 3'-0" 6'-8" 50* 50 50* 50 NON IMPACT X 3'-0" 8'-0" 50* 50 50* 50 NON IMPACT *SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. IND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI( SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROMTHE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC O N .7 7 "fl S A OF ASO tDQ ES .7377 G\ �� 39yam. C BL .338 / �J 14W ,FL 39004 FBPE jtT• OF AUTHORIZATIQN,,t� . 578 igitally signed by Hermes F Norero eason: I am approving this document ate: 2019.10.01 18:58:42 -04'00' DATE: 06.05.14 DWG. Y: G L TJ MJCHK.�Y: SSMSS SCALE: NTS DWG. #: D015686 SHEET: OF8 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE A NON-COMPRESSIBLE COMPOSITE OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK O.A. WIDTH 3" TYP. FC2 CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE > a) Ln0 m=v FOLLOWING PROPERTIES: 8'0" DOORS A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. ANCHOR SIZE B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. oD C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH+ MAX. O.C. OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 OQZ PSI. O D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z OF 2000 PSI. § 'n0 w H 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR 0 O LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. JAMBS 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM WOOD SCREW EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 2X WOOD BUCK ANCHOR TABLE O.A. WIDTH 3" TYP. FC2 0 Cn LU > a) Ln0 m=v 6'8" DOORS 8'0" DOORS ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE MAX. O.C. MAX. O.C. OQZ LL O O '—z Q SPACING AT SPACING AT 'n0 w z X w - Q Ln �o JAMBS JAMBS WOOD SCREW #10 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 17-1/4" � OR FRAMING O ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8" - CONC. 1-1/4" - CMU V. 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" V. 10" Add ADA sill, Multi -Point Lock GL 06/05/14 B2 2- #9 X 2 1/2" PFH PFH SCREWS DETAILB2\, TYP. HOPPE 1 BOTTOM SHOOT MULTI -POINT SHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE #2098911 DETAIL D2 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) D2,, 37 1/2" MAX. C2 O.A. WIDTH 3" TYP. FC2 0 Cn LU > a) Ln0 m=v O M ry K O Ln CLa 2 p U w 0 oo oo 1 W J n = Q -1 w H OQZ LL O O '—z Q > a Q 'n0 w z X w - Q Ln �o z z O a < a W o W Zo I - - 42 A2 1 TYP. ANCHOR LAYOUT 2 6'-8" & 8'-0" DOOR HEIGHT LU CO O U z LU LO NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. NOTE: DOORS SHOWN ABOVE MAY BE LEFT 2-#9 X 2 1/2" PFH OR RIGHT HAND OPERATING DOORS. SCREWS PREPARED BY: Ik BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX: (954)744.4738 WEB: www.buildingdrops.com A SILL SECTION VIEW C HEAD SECTION VIEW I 2 INSWING SHOWN OUTSWING SIMILAR 2 INSWING SHOWN OUTSWING SIMILAR SEE DETAIL B2 SEE DETAIL D2 NND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 0 Cn LU > a) Ln0 m=v O M ry K O Ln CLa 2 Z 0 oo oo FB%E�T.-F� 3 10 jNot e 78 YLL�� Ln OQZ ma=Q � a Q r, I— cc Z �o z z O lD < a W o W A � � O = 3 U Z ° M..� z Q W3 j H � H REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/05/14 Reference DWG. # A010831A AM 09/04/19 A SILL SECTION VIEW C HEAD SECTION VIEW I 2 INSWING SHOWN OUTSWING SIMILAR 2 INSWING SHOWN OUTSWING SIMILAR SEE DETAIL B2 SEE DETAIL D2 NND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DATE: 06.05.14 DWG. Y: CHK. BY: GL TJM I SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF 8 N.77 O . "fl S A OF ir 3 IA BEA H 8 BLVD., FB%E�T.-F� 3 10 jNot e 78 DATE: 06.05.14 DWG. Y: CHK. BY: GL TJM I SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF 8 PYTPPIOD 1 OPERABLE HEAD 4 OUTSWING SHOWN - INSWING SIMILAR j INTERIOR EXTERIOR 10 / 0 �o 5 OPERABLE ADA SILL (A INSWING/OUTSWING CYTI:0100 gam r�T.�u� EXTERIOR I6 �I INTERIOR 3 OPERABLE SILL 4, INSWING j // ]I INTERIOR 6 OPERABLE SILL ��4j INSWING EXTERIOR g OPERABLE SILL 4, OUTSWING 0 Lq 0 OR N EXTERIOR 4 OPERABLE SILL OUTSWING 4G 7 OPERABLE SILL 4 OUTSWING OPTIONAL AFCO H-497 9 OPERABLE SILL 4 OUTSWING TERIOR 0 Lq 0 RIOR c -i PREPARED BY: 1(k BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX: (954)744.4738 WEB: www.buildingdrops.com WD MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DATE: 06.05.14 DWG. Y: CHK. BY: GL TJM I SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF8 �1 O � N 0O lo 0 m 0 N M I- o Nu) CL N l.l..l V O J oo oo Y tai rl ZT J a=Ln`^ 0 Q a CO m a x Q :E a " O Uj ^ M V) N C'C� CL z a o [Z,� W U c F go W 3 Q z W W 3 H �^J REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/05/14 Reference DWG. # A010831A AM 09/04/19 WD MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DATE: 06.05.14 DWG. Y: CHK. BY: GL TJM I SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF8 �1 INTERIOR EXTERIOR 1 LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR 9 - #9 X 13/4" PFH 8 - #9 X 2 1/2" PFH W/ HARDWARE W/ STRIKE HARDWARE(6'-8" & 8'-0" UNITS) 4- MPL STRIKE PLATES 11741111raT 7 HINGE SCHEDULE DOOR HEIGHT QUANTITY 6'-8" 3 8'-0" 4 HINGE DETAIL AT JAMB: PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP —1- #9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW —3- #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREWS —4- #9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS 3 HINGE JAMB �JsjOUTSWING SHOWN - INSWING SIMILAR I INTERIOR o 13 - #8 X 13/8" PFH (6'-8" UNITS) 3 #8 X 2" PFH 15 - #8 X 13/8" PFH (8'-0" UNITS) W/ STRIKE HARDWARE COMES W/ HARDWARE 1- MPL STRIKE PLATE EXTERIOR � m INTERIOR 0 4 - #8 X 13/8" PFH 1 - REINFORCEMENT PLATE —� e HOPPE #2512296 O O o / 4 ROCKWELL MULTI -POINT LOCK JAMB 5 HOPPE MULTI -POINT LOCK JAMB 6 HOPPE MULTI -POINT LOCK 5 OUTSWING SHOWN - INSWING SIMILAR 5 OUTSWING SHOWN - INSWING SIMILAR 5 TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX: (954)744.4738 WEB: www.buildingdrops.com \No MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROMTHE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC .7 7 O . "fl S A OF 78 `. , 398`E.l A BEA BLVD.,�SSLE�J8' jiA 4 330 �t DATE: 06.05.14 DWG. BY: CHK. BY: GL/TJM SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF 8 5 ti O O Ln O O (fi Co w a 10 H O M N a W NLn Ln O J °0 00 = J a J o0 III < c-1 I I M Q L oa C W ^:a LL 0 z Q Y CL Q Za ZO Wp Z w 0 C) IV .4 9�o CC 3 _ 0 W z W 3 _j ^I F_ REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/05/14 Reference DWG. # A010831A AM 09/04/19 \No MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROMTHE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC .7 7 O . "fl S A OF 78 `. , 398`E.l A BEA BLVD.,�SSLE�J8' jiA 4 330 �t DATE: 06.05.14 DWG. BY: CHK. BY: GL/TJM SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF 8 5 N F ujw W W Co Ln Ln �w w mJ Z F w (n MIN. EDGE DIST. SEE TABLE SHEET 2 2X WOOD BUCK WOOD ANCHOR SEE TABLE ON SHEET 2 1 HEAD (TYPICAL) 6 OUTSWING SHOWN - INSWING SIMILAR SILICONE nn aI Irk 4 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED SILICONE 2X WOOD BUCK 8 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 2X WOOD BUCK W � W (n x cH 0 . tD �/• z_ o �; C) c a c W J C O M N N N ON 0- W / oo r -:T Q W HL\ Ln p N a s a r W O < M Y we 0.25" MAX. SHIM MIN. EMBED. SEE TABLE SHEET 2 WOOD ANCHOR SEE TABLE ON SHEET 2 2 JAMB (TYPICAL) 6 OUTSWING SHOWN - INSWING SIMILAR 6 OPERABLE SILL 6 INSWING - NO ANCHOR REQUIRED 2X WOOD BUCK 3 OPERABLE SILL 6 INSWING - NO ANCHOR REQUIRED 7 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AFCO H-497 2X WOOD BUCK 'ILICONE 2X WOOD BUCK O SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK 9 OPERABLE SILL 1 OPERABLE ADA SILL 6 OUTSWING - NO ANCHOR REQUIRED 6 INSWING/OUTSWING - NO ANCHOR REQUIRED PREPARED BY: lln^\\ BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX: (954)744.4738 WEB: www.buildingdrops.com Add ADA sill, Multi -Point Lock I GL 106/05/14 Reference DWG. #A010831A I AM 109/04/191 %No MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI( SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. %%II,%%%I,I I I I 11111/'f.' O 10.00 O 10. N .7 7 "fl S A OF ir �I OT ES F. kt0P • • �� \ '!I®39fi1�- IA BE H BLVD. 78 FBP641 F� 10 Not 88378` DATE: 06.05.14 DWG. Y: I CHK. BY: GL TJM SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF8 r� U cH 0 . tD > m 0O m 1-0 C) c a Z O M N N N ON 0- W oo r -:T Q QM Ln p J a s a r W O < M Y C) Zo z z o W� W 0 a 0 0 go 3 z W 3 Iii REMARKS BY DATE Add ADA sill, Multi -Point Lock I GL 106/05/14 Reference DWG. #A010831A I AM 109/04/191 %No MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI( SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. %%II,%%%I,I I I I 11111/'f.' O 10.00 O 10. N .7 7 "fl S A OF ir �I OT ES F. kt0P • • �� \ '!I®39fi1�- IA BE H BLVD. 78 FBP641 F� 10 Not 88378` DATE: 06.05.14 DWG. Y: I CHK. BY: GL TJM SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF8 r� U N � LU w LU w Co = 2w z Q w Ln MIN. EDGE DIST. SEE TABLE SHEET 2 CONCRETE/ MASONRY BY OTHERS 1X WOOD BUCK (OPTIONAL) E> CONCRETE ANCHOR SEE TABLE ON SHEET 2 1 HEAD (TYPICAL) 7 OUTSWING SHOWN - INSWING SIMILAR 4 OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED SILICONE CONCRETE/ MASONRY BY OTHERS SILICONE d d 4 d Q CONCRETE/ MASONRY BY OTHERS g OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. N 1X WOOD BUCK LU (OPTIONAL) w °` a v = 4. Ln Lu g o a % j� CONCRETE ANCHOR LU ° SEE TABLE ON SHEET 2 LU ° N < 4. j ° / . MAX n a MAX. SHIM �- CONCRETE/MASONRY BY OTHERS MIN. EMBED. SEE TABLE SHEET 2 JAMB (TYPICAL) T) OUTSWING SHOWN - INSWING SIMILAR 6 OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED 9 OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED CONCRETE/ MASONRY BY OTHERS ICONE CONCRETE/ MASONRY BY OTHERS 3 OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED 7 OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED AFCO H-497 CONCRETE/ MASONRY BY OTHERS LICONE CONCRETE/ MASONRY BY OTHERS SILICONE .d d •Q d Q . CONCRETE/ MASONRY BY OTHERS 1 OPERABLE SILL 7 OUTSWING/INSWING - NO ANCHOR REQUIRED PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX :(954)744.4738 WEB: www.buildingdrops.com \ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC .7 7 O . "fl S A OF r �I OT ES`F. 119)0'78 • ��� '!1 39.8'EJ A BEA ^BLVD. ®{A FS ACRi33\ tet` DATE: 06.05.14 DWG. Y: CHK. Y: GL TJM SS MSS SCALE: NTS DWG. #: D015686 SHEET: OF 8 7 .o O z mom M N � CL. O N I� o � a Y LL � < Ln Ln 0 Q J m a= Q a Q aw fYl C' z Y '-j CL w o I-_ Wo Q U O 3 U �o a z W3 F H REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/05/14 Reference DWG. # A010831A AM 09/04/19 \ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC .7 7 O . "fl S A OF r �I OT ES`F. 119)0'78 • ��� '!1 39.8'EJ A BEA ^BLVD. ®{A FS ACRi33\ tet` DATE: 06.05.14 DWG. Y: CHK. Y: GL TJM SS MSS SCALE: NTS DWG. #: D015686 SHEET: OF 8 7 BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) O 0 3 (NOT USED) 2 4 THRESHOLD 5 THRESHOLD a 6 THRESHOLD O 7 AFCO H-497 THRESHOLD Ln Ln 8 THRESHOLD CL z 9 THRESHOLD �? 10 ADA THRESHOLD mn 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 13 2X WOOD (S.G. MUST BE 0.55 OR GREATER) WOOD 14 1X WOOD (S.G. MUST BE 0.55 OR GREATER) WOOD 15 #10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 LOCK SERIES 400 STEEL 19 DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH # 73228768 6-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH #73228780 8-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923 STEEL 24 PU DOOR CORE OFRAME HEAD/JAMBS VARIES, SEE BOM ABOVE 4.563" (20) ROCKWELL MULT-POINT LOCK O o0 0 ® L2 eo ® O Ln 11� n w cn HANDLE HEIGHT a O 79" 00 co OP io M 00 N 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 0 OOO O N O ti Q 0 LU > m M O 0 Q N V7 N Ln 2 2 0 O J 00 00 YLL;- 00 0 0 a Cn eo O r, m Ln Ln O Y CL z N N Za �? Q w Q mn °'Ln 0 0.63" 0 -4 1.65" 4-- THRESHOLD ~ THRESHOLD O THRESHOLD 6 THRESHOLD 22 O O O r, L 4.56" —I I 5.62" 4.57" -� OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD CZ) Ln rn 4.58" 0 4.62" � 4.56" �I 10 ADA THRESHOLD 23 o 5.00" 0 Ln 0 U�_ d HANDLE HEIGHT 0 p 0 O Flo F I e HEAD SHOOT BOLT PLATE (LH) M u OO Oo f 1.75" HEAD SHOOT BOLT PLATE (RH) m d0a 1.75" PREPARED BY: //C^\\) BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX : (954)744.4738 WEB: www.buildingdrops.com MD MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI( SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC O N.77 O. "fl S A OF E RERO� 78 !J ,�98'EJ A BEA BLVD.,,sr,F�(s',s,' . (aZa DATE: 06.05.14 DWG. BY: CHK. BY: GL/TJM I SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF 8 11601 N J ti Q o LU > m M 0 Q N V7 N Ln 2 2 0 O J 00 00 YLL;- Ln a n Q 2 x 2 a � r, m O z m Y CL z 0 Za �? Q w Q W Q a Z W 3 Z O �o A 6i d z W 3 O U REMARKS BY I DATE Add ADA sill, Multi -Point Lock GL 06/05/14 Reference DWG. # A010831A AM 09/04/19 MD MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI( SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC O N.77 O. "fl S A OF E RERO� 78 !J ,�98'EJ A BEA BLVD.,,sr,F�(s',s,' . (aZa DATE: 06.05.14 DWG. BY: CHK. BY: GL/TJM I SS/MSS SCALE: NTS DWG. #: D015686 SHEET: OF 8 11601