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HomeMy WebLinkAboutPLANSc f,GSFGidS151LITY0F1 C;. 111RACTOR OF RECORD - df d ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO I ICE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 1 36" X 80" REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. APR 042018 ST. Lucie OPENING PRODUCT DESIGN OPENING SQ. I WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 1 36 80 20.01 - 4 58.5 1 -60.9 FL16708.1 65.0 1 -65.0 1 FRONT ENTRY - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. LESS THAN 30%OF STRUCTURE'S VALUE. NOT RENOVATED BUILDING. EXEMPT FROM 2017 ENERGY CONSERVATION CODE. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT � 126 FT 6 IN . QUINN CONDO UNIT 9600 S. OCEAN DRIVE, UNIT 1103 JENSEN BEACH, FLORIDA DOOR REPLACEMENT PLAN JELo MEN DESIGN PRO /SMOOTH PRO/STUDIO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERALNOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE IFBCL INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS201*94 • TAS 202.94 • TM203-94 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 ME RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. 3. THE INSTALLATION DETAILS 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 SHALL PREPARE 51TE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPflOVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. &PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDMONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFCO HA97 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 (ON) RATIO =ON LENGTH +OH HEIGHT IS 21.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIFTION 1 A TYPICALELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR IAYOUTSAND NOTES 3 A OPTIONAL 2X BUCK ANCHORING DETAILSAND QUALIFIEDSKIN PATTERNS 4 A VERTICALASSEMBLIES 5 A HDRUONTALASSEMBUES 6 A WOOD SUBSTRATES T A CONCRETE SUBSTRATES R A COMPONENTS& BILL OF MATERIALS w JAI (b rvR� E�ynT�ONl Cyr Lam.` V TYP. NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. MAIN. OVERALL DESIGN PRESSURE )`SF) NOMINALSIZE MISSILE CONFIGURATION INSWING OUfSWING IMPACT WIDTH HEIGHT RATING —. POSI FUGP05. X 3'-0• 6'-R• 65• GS 65• 65 LMI&SMI SO• SO NV II G, 1X L[ I T.1 VX W.. LX IN111. U.I IUN AYYXUYLU 11T0. FPEPAREDBY: BUILDING DROPS, INC. n. L. wIII. Puw xw. •.r- ne ..0 Nnntx T,� NI D.9�m.vn ..-IDmy mg6LL O TT i¢ DATE: 02.0` GLJTJM SCALE: NT.' DwG. P: A010 SHEET: 1 INSTALLATION NOTES: 1. ONE (1) INSTAI I ATION ANCHOR I$ REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMHS). MA%IMUMALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/15INCH OR GREATER OCCURS, SHIM(S) SHALLBE CONSTRUCUDOFHIGHDENSITYPW ICORBETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. A INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AN D 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 M ORTAR JOINTS. EDGE DISTANCE 15 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 CONCRETE/MASONRY CONSTRUCTION. T. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU -UNIT STRENGTH CONFORMS TO ASTM C-9D WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. S. SEE SHEETS 6 AND T FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. S. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHORTABLE 6'B"DOORS 0-DOOM ANCHOR MIN. MIN. EDGE dNCNOR TYPE SIZE SUBSTRATE EMBEDMENT DISTANCE MAX. O.C. MAX' SPACING AT PACINGAT LAMBS JAMBS WOODSCREW RID IZX WOOD BUCK I.W. I 3/4' ll-1/T' I7-1/4" 0R FUMING IIWTAPCON 3/16° CONCRETE/CMU 3d/4' 1 2.1/2° 17112° 1 171/4° EICO ULTRACON 1/4° CONCRETE/CMU 1-3/B°-CONC. 1„ 1/4" CMU 17 1/4" �wnIalle�wNLRtiULNV I I.1/4' I r 1 10 1 1a3/1' 2-x9 X 2Irz' P:H SCREWS DETAHLD2 22 23 TYPHOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION HRH PLATE SHOWN) D2 MULTI -POINT SHOOT BOLT PLATE LOCATION r..P0RRxtAx. ANCHORLAYOUT 4 NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (XI ONLY. It BUILDING DROPS, INC I w.iR. De .woE.�KLL1mo. Yox-19L1399 Y]B u..l9spllnry wFe rwaL+M.ripJrwrron O O N O o$ N Q v$ �Ymm gT z� n < _ gi H OQ O' ^$ at 3 O W U W; �rt QZ F � . rX2 5`KSFAQ'N�' F. , %_- IT v v ? � E rt'u ,S�,nRNA „,YN,s``s5 . ldM/g�fdiYY7A�6• DATE: SCALE: DWG, p: 2 /3�TYP. ANCHOR LAYOUT OWIU IW PI[OXGF3F/MYOYPI TABLE WOOD BUCK (12X WOOD OD BUCK INSTALL. G f �I 2X WOOD BUCK INSTALL. ANCHOR PER BUCK ANCHORTABLE �2XWOOD BW CK INSTALL. BW CK INSTALL. NOTES: 1. iX BUCK IS NOT FOR INSTALLATION AT SILL 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 413. SL230 SL136, LEFT SL130, RIGHT SL230, WO' SL130, 8'0- SL220, LEFT SL22D, RIGHT 51.300,1EFT S1.300, RIGHT SL600 QUALIFIED SKIN PATTERNS ,z5as.ato11 .D92--LO5 ,p30x.010 I TYP. GROOVE DOVE DIMENSIONS M BUCK ANCHOR TABLE 6'B' DOORt 6'0" OOOgS MS¢E R MIN, EDGE MIN. CENTER ANCHOR TYPE SUBSTRATE EMBEDMENT GIST. TO TD CENTER MAX.O.C. MAX. O.C. SUBSTRATE DISTANCE SPACING qT SPACINGAT IAMBS IAMBI RW TAPCON 114' CONCRETE/CMU 1-1/4' ELCO ULTRACON I/4" CONCRETE/CMU 1-3/8' CONC. 1• 4° zt' 361/4" 1-1/4".EMU BUILDING DROPS, INC l uBE,<x OtW.S1213X 9Y139s'u� Y'43�P.3 W[B.wu NJemgbn0a.ea (1 q N �O ,^ Ord ah:m 2j Sa a 7— m�V �U NL eg zX C) a V W- a C Z : W: w 1"t EE I.UP aIII,MUI11Poml lad LL 6/3311G Aeaau,tilizdg, 6.— Is Uj2U1 ^ � ... 7 0 + N 7 .. r�ttd'td7&Y9ot'� DATE: 02.05.14 DWG. Y: CHK. Y: GL TIM I SS MSS SCALE: NTS DWG. B: A010871A SHEET: OF8 3 u IxTENDe fxrtelDR 1� OPERABLE HEAD �(lJ OUTSWING SHOWN -INSWINGSIMI'AR IMERION MESOR OPERABLE ADA SILL 4 INSWING/OUTSWING ENDURAHOSUDD 11 8 INI2NDRu�-'mo" OPERABLE SILL 4 OUTSWING OPTIONAL AFCO A-11T 3 OPERABLE SILL 4 INSWING ENDURAZAI1.0565F 11 S I EIM / fvIIIEAIOA �1^ 4 OPERABLE SILL OUTSWING AFCO J-2297 11 NTERIOR IMFRIOR fxIERIOR �d OPERABLE SILL INSWING AFCO A-116/P-1000 11 liOR fxTEAlOA w, w OPERABLE SILL 4 �.OUTSWI G^n...... OPERABLE SILL vOUTSWING OPTIONAL MCC H4W BUILDING DROPS, INC nnnow EF .:..sel+.. inn 0 j 0$ c� w_ wLL N nEN N oa a a � J a Z� Z V LZii O > ao u ti F. d4h1Af578tY7;6.��'° DATE: �02.05.14 GL/ 11M SS MSS SCALE: NTS DWG.o:A010871A SHEET: OF8 4 i fNIfflIOA LOCK JAMB S % OUTSWING 9HOWN-INSWING SIMILAR 9- 99 X 13/4' PFH 8.99 X21/2'PFH W/HARDWARE W/ STRIKE HARDWARE (V-8"&8'0'UNITS) 4- MPL STRIKE PLATES 2D EXTERIOR IMfRIDA HINGE HED SCULE DOORHEIGHT QUANTITY HINGE DETAIL AT IAMB: PLACE 99 X 3 1/P PFH SCREW NEXT TO WEATHERSTRIP HINGEJAMB L. +�Nuln'VHtl u uuuKN 5 OUiSWING SHOWN -INSWING SIMILAR 3. ARX2"PFH /('13-98X 13/8'PFH (G'-B"UNITS) W/ STRIKE HARDWARE/ C..ES 13/8'DWARE "UNITS) 1 MPL STRIKE PLATE COMES W/HAPDWAPE EVERIOA INTERIOR /q1 ROCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK JAMB 5 OUTSWING SHOWN-INSWINGSIMIIAR 5 OLRSWINGSHOWN-INSWINGSIMILAR 4-#8 X 13/11" PFH 1 REINFORCEMENT PLATE /off HOPPE 02517296 O HOPPE MULTI -POINT LOCK S /TOP REINFORCEMENT PLATE -ACTIVE PANEL ONLY n BUILDING DROPS, INC + ♦�EM�n"W.w511. iu rw Minle9l.nn] + r�Ps+fan n�a w[e eu '..pa mm O o$ np � Sr mg �C 4 o� a Z z; o we La ti %N"rGS F. C1 PO ; 'i F G '"" �"ftag Yfd7x198,"�°% mean ar+mxomannrxo. 2%1 I - DATE: 02.05.14 1 SCALE: MIN. CDGEDIST. SEE TABLE SHEET ;c w w 2K WOOD BUCK ED c n WOODANCHOR SEE TABLE ON SHUT THEAD (TYPICAL) �� OUTSWING SHOWN - INSWINGSIMILAR OPERABLE SILL 6 OUTSWING- NO ANCHOR REQUIRED AFCOJ-229T SILICON 9'OO�T' C8-� OPERABLE SILL 6 OUTSWING-NO ANCHOR REQUIRED AFCOA-112 E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 0 WODDANCHOR of SEE TA ON SHEET J 0.25- MAN. SHIM JAMB (TYPICAL) 6 OU SWING SHOWN -INSWING SIMILAR SILICONE 2K WOOD BUCK 6 OPERABLE SILL INSWING - NO ANCHOR REQUIRED ENDURAM14565F SILICONE SIUCONE 2K WOOD BUOL 2K WOOD BUCK © OPERABLE SILL 6/ INSWING- NO ANCHOR REQUIRED AFCO A-276/P-2000 r7-\ OPERABLE SILL 6 OUTSWING- NO ANCHOR REQUIRED ARCO H492 !Y SILICONE SILICONE UWOODBUCK MWOODBUCK OPERABLE SILL 6 DUFSWING- NO ANCHOR REQUIRED ENDURA ZOBL4565F OPERABLE ADA SILL 6 INSW NG(OUTSWIN6-NOANCNDR REQUIRED ENDURA HO5000 A BUILDING DROPS, INC � . quaquw�sn � �t re ebupunu vrte �.. e.a.Lsewa 400 HQ ]nO2 OQ F ^5 N 1� m • r Ln o w= h O >° a; {SJ; u �'f SCALE: DWG. 4: lei M R1. EDGE DIST. SEE TABLE SHEET 2 et I w� I CONCRETE/ MASONRY i L RYOTHERS III WOOD BUCK (OPTIONAL) CONCRETEANCHOR SEE TABLE ON SHEET HEAD (TYPICAL) 7,/ OUTSWING SHOWN -INSWINGSIMNAR 11:1- CONCRaEj L:_____�MAliONRy BY DINERS OPERABLE SILL 7 OUTSWING. NO ANCHOR REQUIRED AFC0182W SILICONE C a a a CONCRETE/ 4 MASONRY BYOTIERS OPERABLE SILL OUTSWING-NO ANCHOR REQUIRED AFCO A-117 p OMONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. IX WOOD BUCK Q (OPTIONAL) G N BUILDING DROPS, INC . .awes fCONCRETEANCHOR $1 ICON OSEE TABU ON SHEET2CONCRETE/ z MASONRY BY OTHERSm OW W amp a`4 X1 -SHIM IZ-y F mbut' SHIM O n rn 5$ CONCRETE/MASONRY BY OTHERS MIN.EMBED. vI U SEETABLESHEETE p q BU BU r JAMB (TYPICAL) /-3-\ OPERABLE SILL z Z. 7 OUTSWING SHOWN - INSWING SIMILAR 7 INSWING -NOANCHOR REQUIRED V ?' ENDURAZAIIA565F a ZO U 510[ONE {�: 1� SILICONE REMARKS IBYIDATE LL---]\-MMONRY CONCRETE/CONCRETE/ MASONRY BYOTHEM BY OTHERS OPERABLE SILL r OPERABLE SILL INSWING- NO ANCHOR REQUIRED 7 OUTSWING- NO ANCHOR REQUIRED m�a YN%% SF�n'//I.i'•w AFCOA-276/P.ZWD AFCO H-497 SSE, 7 _9 fT r•w SILICONE SILICONE % Ort, •.• L OP.'\=VK.. -1 .Q t p r77 AaCONCRETE/ CONCRETE/ MASONRY MASONRY BYOTHERS BYDTHERS OPERABLE SILL Ala\ OPERABLE SILL DATE: 02.05.14 OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED DWG. gY: [HR. v: ENDUM ZOOL4565F ENDURA HCISOOO ADA GL/TJM SS MSS SCALE: NTS 7 BILL OF MATERIALS ITEMH DESCRIPTION MATERIAL i FRAME HEAD/IAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOT USED) 4 ENDURA MIL4565F THRESHOLD - 5 AFCO J-2297 THRESHOLD - 6 ATM A-276/P-2000 THRESHOLD - 7 AFCO H497 THRESHOLD 8 AFCO A-117 THRESHOLD - 9 EN DURA ZOBL45651' THRESHOLD - 10 ENDU RA HOS000 ADA TH RESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.95-MAX. THK) COMPOSITE 13 (NOTUSED) 14 (NOT USED) STEEL 15 H10 WOOD INSTALLATION SCREW W/I1/V MIN. EMBEDMENT 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2&3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI POINT TONGUE LATCH N 7327876864 UNIT ROCKWELL MULTI-POINTTONGUE LATCH #732297808-D UNIT STEEL 21 HAPE MUU-POINT HARDWARE HLS%0D STEEL R HOPDE LT -POINT H EAD SHOOT BDLT PLATE LA 08784092 STEEL 23 HOPPE NEW POINT HEAD SHOOT BOLT PLATE RH#9783923 STEEL OFRAME HEAD/JAMBS VARIES, SEE ROM AT LEFT 4.553' — 45, © r THRESHOLD B ©AFCOJ-2297 THRESHOLD 20 ROCKWELL MULT-POINT LOCK 79' EF L� rye: 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE 02099911 LT 22 HEAD SHOOT BOLT PLATE (LH) 91.75" BUILDING DROPS, INC mARfACnIL e , Lll v v wto ..e. e.uwga�epv.rmm O Q DO Q oom$ On O s' OQ � nY gu m pi a Z Z. N W ~ Z p W 2 O r (1 F V DATE: F' O x(7ji� O AFCO H-497 THRESHOLD O AFCOA-117THRESHOLD O ENDURAZOBL4565F 10 ENDURAHC15000ADA 23 HEAD SHOOT BOLT PLATE (RH) GL/TJM THRESHOLD THRESHOLD SCALE: NT o DWG. H: A010 HOG SHEET 1V O : 4sa^ — a s oo' — LJ I Q ' {— 4.62' —� �— 4ss' —I .7