The URL can be used to link to this page

Home My WebLink AboutSET UP-INSTALLATIONSJELIMEN WINDOWS & DOORS DESIGN PRO ISMOOTH PRO/ STUDIO IMPACTAPPROVED FOR USE IN THE HIGH VELOCITY HURRIC4NE ZONE (HVHZ) GENERALNOTES; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUIREDTO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FEE), INCLUDING TIVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING TM201-94 TA62IM4 TAS 1. 94 2. ADEQUACY OF THE EXISTING STRUCTURAL CUUMET01MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOAM TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAMLS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC STE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN . A LICENSED ENGINEER OR ARCHITECT SHAU. PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. 6 PAN EL DOOR SHOWN FOR ILLUSTRATION PURPOSES, ADDITIONAL PANEL CONFIGURATIONS AND FLUSH 0 CUTS ARE QUALIFIED. 6. NOTE: AFCO H497 SILL MEETS WATER INFILTRATION At WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING IURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTATED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (ON) PATH) - OR LENGTH . ON HEIGHT IS ? 1.0 TABLE OF CONTENTS SHEET SION SHOT DESCRIPTION I A TYPICAL ELIEVATIONS. DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUT$ AND NOTES 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL AMAMBLIES 6 A WOODSUBSTRATES 7 A CONCRETE SUDSTRATES a A COMPONENTS & BILL OF MATER SCANNED BY St. Lucie Countv __j7 112- MM_ D.A. WIDTH ED 0 ACTIVE 0 z 0 L fP. ELEVATION I 37 1/2" MAX O.A. WIDTH ACTIVE TYP. ELEVATION tM DOOM SHOWN ABOVE MAY BELCH OR RIGHT HAND OPERATING MOM. � MAK.OVERAUL DESIGN PRESSURE NOMINALSIZE MISSILE CONFIGURATION INSWING ORUETSWING IMPACT IDTH HEIGHT RATING .0, j(PSF) PUS. NEG. x Y� 1 1. -1. 55- 1 0 GS' 65 LMI & SMI 9VIII so- 50 -�Et UENtML NU It A, �Htt 1 1. tUll BEER I N INtILIHAUUN APPROVED NUTS. NBEAMI'D BY.- n BUILDING DROPS, INC. Ill 1, .11A Ell. BE 11,1.. ZIBWUBBB.� WEB zo VT zo �i tj LD 0 z DATE: SCALE: F. 1 5 1% INSTALLATION NOTES: I ONE (1) INSTAI I ATION ANCHOR IS REQUIRED AT EACH ANCHOR LOUDON SHOWN. 2L SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMLS) MAxIMUMALLOWABLE SHIM STACK TO HE 1/4 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC 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 MATZR14L OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED I N ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORSINTO MORTAR JONTS� EDGE DISTANCE IS MEASURED FROM FREE EDGE Of BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. G� FOR 2X STUD CONSTRUCTION. ANCHORING OF THESE PRODUCMHAUL BE THE SAM" FOR 2X BUCK CONCRETE/MASONRY CONSTRUC (ION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTI ES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE MINIMUM COMPRESSIVE STRENGTH or 3" PSI. C. GROW -FILLED CMU- ON IT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTA C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2WO PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS To ASTM C-90 WITH MIN [MUM COMPRESSIVE STRENGTH OF 2000 PSI. 9 SEE SHEETS 6 AND 7 FOR M ORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING, 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. MCHORTABLE 6-11" DOORS 0 - DOORS ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN. ED65 SIZE EMBEDMENT DISTANCE MAX- O-C- M a L SPACINGAT PAID a �OC-T JAMES JAMES WOOD SCREW 410 2X WOOD BUCK 1-1/2- L74/2" OR FRAMING ITINTAPCON 31le CONCREU/CMU 11/4' 2-1/2' 17 112' 17 1/4- ELCO ULTRACON 1/4' CONCgDU,oNU 1318"-CONC r. 271P' 11-1/4" 1-114 CMU I-T/A I G.. 14 318" I B2 B2 2- #P X Z la' �H PM SCRENS DETAIL B2 HYP. HOPFPEI. _�DCW A HODT MU LTTPOINT SHOOT 5 , D. ON PLATE LOCATION CPPE 120989U 2 #9 X 2 112' Pl-H P'm SCREWS DETAIL D2 22 23 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION JRH PLATE SHOWN) D2 O.A. WIDTH TYIP. C2 C2 L 0 9 0 0 Z BY L �,NP. ANCHOR UYOUT NOTE, NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOOM (X) ONLY. Y BUILDING DROPS, INC C.I'.1.lIAA�HP"TC 0? IE�" IL ,P, 0 z 0 0 U < DATE: SCALE: uwO� P. ANCHOR LAYOUT 1/4" MIN. EMBED TYP. 2Y WOOD RUCK rj'\2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. ANCHOR PER DUCK ANCHOR TABLE T2X WOR� BUCK INSTALL. NOTES: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. I F-1 I SL230 SL130, LEFT SL130, RIGHT SL230, 8-0- SL130, 9-0- SL220, UFT 51.220, MGM SL300, LEFT SI-300, ]RIGHT SL600 QUALIFIED SKIN PATTERNS .25U.010 .092t 010 ..mS wa..ala /'YNTYP. GROOVE DIMENSIONS 3 ZX BUCKANCHOR TABLE 6-8- DOOM a-v DOOM ANCHOR MIN. MIN. EDGE MIN.CENTER ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT T101=1R Mm. D.C. Mm.O.C. Swol"ITZ, SPACING AT SPACINGAT JAMES JAMBS TWTAPCON IT47— co.CRETEIC.. 1-Im. 2 1/2' 4- 25- 30 1/4" ELCO ULTRACON 114- CCN(EETF/CMU 13/8' -CONC 1. 4- 2S' 30 114" 1-1/4' CWl .11A110 61: n BUILDING DROPS, INC. a u z 20 0 z < 7 7 T I T T "o 6t 0 � R' . .............. .. . DATE: 02.05.1 DWG/fYJM CSHKIY; -6w GL TJM SS MSS SCALE: NTS DWG.#:AO10871A SHEET: OF8 3 EXTERIOR OPERABLE HEAD OWSWING SHOWN - INSWING SIMI A KMIOR EXTERIOR 0 T OPERABLE ADA SILL INSWING/OMWING ENDURA HC15WD 010, -T— w OPERABLE SILL OLITSWING OPTIONALAFCOA-117 liffAll M .14 �-#VN MMMOXI sw - J3--� OPERABLE SILL INMING ENDURA 2AIL4565F p 0 lo-mool.-lellm- NUMOR OPERABLE SILL A-Z76/P-20OO OPERABLE SILL IIIIIALOEUMUDUWIMNGLOUL4565F 4 `Hl— L OPERABLE SILL OUTSWING AFCOJ-22W r7-� OPERABLE SILL \A� OMWING OPTIONAL MCO HAN BUILDING DROPS, INC� A XA 1- 2 DATE: SCALE: 3WG. V. F. El 7�AMB 4) INSWINGSIMILAR 9 -89 X 1314' PFH X 2 1jr PHI W/HARDWARE RIKE HARDWARE (6'.B' & R'V UNITS) L STRIKE Pt.ATE5 I OURDR mm To,iliNGEJAMB SHOWN - INSWING SIMILAR HINGE DETAR ATiAMS'. PI.ACE N9 X 2-1/2' PIN SCREW NEXI TO WEATHERSTRIP 3 AS X 2 13 l8X13/8'PF"(G-8-UNaSj A;PF" - Pp" (8--ir UNITS) W/STRI AlDWARErl':'X' 3/8 1- MPL MIKE PUTS COMESINIHARDWARE OTERIOR INTERIOR 4 - 48 X 13/8' PFFI I - REINFORCEMENT PtATE HOPPE 02512296 BUILDING DROPS. INC. z C) 0 7 T T 'o MULTI -POINT LOCK JAMB (p g%� 7!F -POINT LOCK JAMB I -POINT OCK DATE: NSWINGSIMILAR NSWINGSIMILAR L� m!VLTI +=,mlm E - ACTIVE PANEL ONLY OWES w SCALE: TWG MIN. EDGE DIST SEE TABLE SHCET 2 w2X WOOD BUCK woODANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR NM"2.W.ODBUCK 1��OPERABLE SILL OUy5WNN(i -NO -ANCHOR REQUIRED AFCOJ-2297 _q9v===Z__�'LICON 2X W(:OD BUCK rg- � OPERABLE SILL 6 OUTSWING. NO ANCHOR RE UIRiD_ AFIDO A 117 OPTLONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR)AMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED BUCK gjW SEE TABLE ON SHEET 2 5 ... CONE 0,25. V AX. 2XWOODBUCK SHIM MIN. EMBED. SEE TABLE SHEET 2 J 7_ (TYPICAL) HOWN - INSWING SIMULAR J6--� OPERABLE SILL \J6� INSWING - NO ANCHOR REQUIRED AFCO A-276IN2000 rq`� OPERABLE SILL \�6j OUTSWING - NO ANCHOR REQUIRED ENDURAZDBL4565F OPERABLE SILL INSWING - NO ANMOR REQUIRED ENDURA MIL4565F HICONE 2X WOOD BUCK 2XWOODBUCK (2) OPERABLE SILL \_r3'�/ OUTSWING-NOANCHOR REQUIRED AFCOH497 STLICONE SILICONE 2XWOODBUCK =5 2X WOOD BUCO 2�E 1! ��=SILL J) R REQUIRED _,AN ENDURA HC1500 BUILDING DROPS, INC. OAHk�, FL 1043 0 C) I el 7 IT .......... DATE: 02.05.14 TC DWG TY HK GL/TJM I SSAiss SCALE: INTS DWG.#:AO10871A SHEET: OF8 6 MIN EDGE DIST. SEE TABLE SHEET 2 �.- I. " � . ': - .� I �Z�ZYLI BY OTHERS �CONCRETEANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR SILICONE 4 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING- No ANCHOR REQUIRED AFCOJ.U97 930p__�SHICOINE A =A CONCRETE/ L MASONRY BYITTHERS OPERABLE SILL OUTSWING � NO ANCHOR REQUIRED AFCOA-117 E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMU M EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. /_IXWOODSUCK I (OPTIONAL) lz n T t- BUILDING DROPS, INC. CONCRETE ANCHOR SILICONE SEE TABLE ON SHEET 2 ..... ... ,�CONCRETEI U5 MASONRY BY OTHERS 2 MAX, 'HIM 0 X. ETE/MASONRY BY OTHERS DO MIN. EMBED. E TABLE SHEET 2 Ol OPERABLE SILL Z. EJOIYPICAL) N - INSWING SIMILAR I NSWING - NO ANCHOR REQUIRED u tl� ENDURAMIL4565F z I. SILICONE A REMARKS rRY7DAT CONCRETE/ DNRY CONCRETE/ MAS L,��MASOFRRY BYCTHURS BYDTNEIRS A.�AII OPERABLE SILL OPERABLE SILL INSWING - NO ANCHOR REQUIRED OUIPSWING -NO ANCHOR REQUIRED APCD A-2761P.2000 AFOO H497 F. 7 SILICONE SILICONE C) ..... ....... r4 n4 CONCRETE/ �CONCRFTEJ MASONRY MASONRY BYOTHERS BY OTHERS OPERABL ILL /1_0� OPERABLE SILL DATE: 02.05.14 �vOUTSWING - NO ANCHM OR CURBED UTSWINGJINSWiNG - NO ABIRLHOR REQUIRED CIWGl.YjM ISHK. LIT S ENDURRZOEII ENDURA HICISOTO ADA GL TJM SSI�SS SCALE: NITS DWG. 11: A01 nR7TA B[LL OF MATERIALS ITEM# DFSCRIPT[ON MATERIAL I r NAME HEAD/JAMBi FINGER POINTED PINE SOLID PINE LAMINATEDVENEER LUMBER COMPOSITE 2 (NOTUSED) 3 INOTUSED) 4 ENDURA ZAIL4565F THRESHOLD 5 AFCO 12297 THRESHOLD 6 AFCO A-2761P-2000 THRESHOLD 7 AFCO H-497 THRESHOLD a AFCO A-1 17 THRESHOLD 9 ENDURA ZOBLV56SF THRESHOLD 10 ENDU RA HC15000 ADA THRESHOLD 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE U OMPRESSION SHI A B0.25' MAX. THXJ CDMPOSIFTE 13 fmorusm 14 fMOrUSFO) 15 RIO WOOD INSTALLATION SCREW W1 11/2" MIN. EMBEDMENT STEEL 16 CONCJCMU ANCHOR (SEE ANCHOR TABUE SHEETS 2 & 3) STEEL 17 BUTT HINGE FSHSCHEDULE SHEET 5) STEEL is KWIKSET LOCK SERIES 400 STEEL 19 KWJXSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH 9 73228768 6-8 UNIT ROCKWELL MULTI POINT TONGUE LATCH P73228780 8-D UNIT STEEL 21 HOPPE MUNI POINT HARDWARE H�o STEEL 22 H.11E MULI-POINT HEAD SHOOT BOLT PLATE UH P87MODI STEEL 23 HOPPE MULI-POJ W HEAD SHOOT BOLT PLATE RH U8783923 STEEL (�) ROCKWELL MULT-POINT LOCK - I - . , . . 0 tA L? r- 0 HANDLE HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE 412098911 0 LjL_ _0 @.o J__ Li BUILDING DROPS, INC. UH x 2 o Z Z_ < z z 0 9 0 1 u 1�1' IF S F It FRAME HEAD/JAMBS ENDURAZAIL4565F AFCOJ-2297 AFCO A-276/P-2000 VARIES, SEE ROM AT LEFT THRESHOLD THRESHOLD G) THRESHOLD _17 ..1V 4.57 - ----- 4553' HEAD SHOOT BOLT PLATE (UH) DATE' AFCO H-497 THRESHOLD AFCOA-117THRESHOLD ENDURAZOBL4S65F ENDURA HCISOOO ADA HEAD SHOOT BOLT PLATE (RH) a/rim I THRESHOLD THRESHOLD SCALE! N T _�w_G -: A010 SHEET: HOD