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HomeMy WebLinkAboutPLANSMAR 2 8 2018 ST. Lucie 36" X 80" 1 REPLACE DOOR IN 1 OPENING ONLY NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. ST. UCLF - UNTYBUTL� RE WED FOR CO�iP1.Texr1 RVSPEcTln1V wu i � nLu11Jr1 3E PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS UIRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO PLY WITH ALL AAPLIOASLE 001)E91 CONCEALED FASTENERS OR ATTACHmtNIS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 4 OPENING PRODUCT DESIGN OPENING SC. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 36 80 20.00 4 53.5 1 -57.3 FL16708.1 65.0 1 -65.0 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 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS.. _ --- SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT= 89 FT 4 IN FLEMING CONDO RESIDENCE 9490 S. OCEAN DRIVE, UNIT 610A JENSEN BEACH, FLORIDA DOOR REPLACEMENT PLAN V W 1 N D O W S & DOORS DESIGN PRO / SMOOTH PRO / STUDIO IMPACTAPPROVED 11 FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZJ GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND BUILDING CODE EBC), INCLUDING HVHZ AND HAS • TAS2O1-94 TAS2p2Ag TAS20394 2. ADEQUACY OF THE DISHING STRUCTURAL CONE RESISTING SYSTEM CAPABLE OF WITNSTANDINL FOUNDATION IS THE RESPONSIBILITY OF THE EP INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN AN A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INST HEREIN. A LICENSED ENGINEER OR ARCHITECT SHI DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT I RESISTANCE. S. &PANEL DOOR SHOWN FOR ILLUSTRATION PUP DOORS ARE QUALIFIED. 6. NOTE: AFCO HJW SILL MEETS WATER INNLI REMAINING SILLS NOT HATED FOR WATER INFILTM PRODUCT MEETS THI5 REQUIREMENT, PRODUCT SI OVERHANG SUCH THAT OVERHANG (OHI RATIO =L CURRENT FLORIDA ASONRY OR 2% FRAMING AS A MAIN WIND FORCE TRANSFERRING APPLIED PRODUCT LOAM TO THE OR ARCHITECT OF RECORD FOR THE PROJECT OF TIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR N TO DEVIATE FROM THE REQUIREMENTS DETAILED 'ARE 51TE SPECIFIC DOCUMENTS FOR USE WITH THIS D9 ON THIS PRODUCT IN AREAS REQUIRING IMPACT ADDITIONAL PANEL CONFIGURATIONS AND FLUSH AT WATER TEST PRESSURE LWTP) OF 9.75 PSF. F AUTHORITY HAVING JURISDICTION REQUIRES THAT USED WHEN INSTALLED AT LOCATION PROTECTED BY TH.ON HDGHT 1521.0 TABLE OFiCONTENTS SHIFT REVISION SHEET DESCRIPTION 1 A TYPICALELEVATIONS. DESIGN PRESSURES, AND GENERALNOTES 2 A TYPICAL ANCHOR IAYOUTSAND NOTES 3 A OPRDNAL2K BUCK ANCHORING DETAILSAND QUALIFIEDSKIN PATTERNS A A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES G A WOODSUBSTRATES 7 A CONCRETE SUBSTRATES B A COMPONENTS& BILL OF MATERIALS Em, NOTE DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. pJ MAX OVERALL DESIGN PRESSURE (PSF( NOMINALSIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDM NEIGNT MATING POS. I NEG. I POS. I NEG. )( 3'-0° 6'-8° 65' 2 65' 65 LMI&SMI 0• 1 50 '5LL ULNERAL NOTE 6,5HEET 1, vxLPAeapev;. � BUILDING DROPS, INC. meF. p.xi•eo-wevP.srt.ne W a gul . 11PN FA I9v13'd-Y1e as bYR+a.•rae ° w Zo �o Sj WJ iz O� = sue.. Zz mga'dw o¢ O� Nt pn QD y J ZQ o 2 Wi g W Q aaJ W � u z >>� 6 F ,55Y�E5 F. Ig,Wly sgne by Hermes F. Nalaro. P.E. sorelam apprwln9 Nia NP[wnenl a1d.2011A2.09152a 09-05'OIY DATE: 02.05.14g GLJTJM SS/N1S5 SCALE: NTS uwG. u: A010871A SHEET: OFS 1 INSTALLATION NOTES: 1, ONE III INSTAIIAVON ANCHOR IS REQUIRED AT L. SHIM AS REQUIRED AT EACH INSTALLATION ANC SHIM STACK TO BE 1/41NCH. SHIM WHERE SPAT CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE 3. MINIMUM EMBEDMENT AND EDGE DISTANCE E) STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARE OR HAVE A CORROSION RESISTANT COATING, AN MANUFACTURER'S INSTALIATIDN INSTRUCTION! 5. FOR HOLLOW BLOCK AN D GROUT FILLED BLOCK, JOINTS. EDGE DISTANCE IS MEASURED FROM FR SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OFT CONCRETE/MASONRY CONSTRUCII ON. 7. INSTALLATION ANCH DR CAPACITIES FOR PRODUI FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55 B. CONCRETE MINIMUM COMPRESSIVE STRENE C. GROUT -FILLED CMU- UNIT STRENGTH CONED OF 2DOD PSI AND GROUT CONFORMS TO ASTI PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONE OF 200D PSI, B. SEE SHEETS 6 AND T FOR M ORE DETAILS OF THE LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AA 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARK EMBEDMENT AND LOGE DISTANCE ARE ACHIEVEI ANCHDRTYPE I ANCHOR I SUBSTRATE SIZE WOODSCREW P10 7XWD000UCK OR ipAMING T WTAPCON 3/16' CONCRETE/CMU 1CH ANCHOR LOCATION SHOWN )R WITH LOAD BEARING SHIMIS).. MAXIMUM ALLOWABLE OF 1/15INCH OR GREATER OCCURS. SHIMIS) SHALL BE .R. .UDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO FARE MUST BE MADE OF CORROSION RESISTANT MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR D NOT INSTALL INSTALLATION ANCHORS INTO MORTAR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK S HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE OF 3DER PSI. TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 HEAD OR JAMB AS LONG AS MINIMUM 6'B"DOORS '0"DOORS MIN. EDGE DISTANCE MAX. O.C. MAK. O.C. SPACINGAT PACINGAT IAMBS JAMPS 3/4• 17-1/7" 17-1/4- 2 1/2' 17.1/i" 17-1/4' L. v-trz'• v JM 1" 10" 143/9" ELCO ULTRACON 1/4' CONCRETE/CMU 3-3/B" ANC. .0 x- MULTI -POINT SHOOT BOLT PLATE LOCATION SECTION 2-19X21/2. PIT SCREWS DETAIL D2 22 23 TYP.NOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION NY TRH PLATE SHOWN) D2 TYP. ME"N CI m nis 6 H SNo ¢ a O?�� w %11TYP. Al_ R LAYOUT NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS IXI ONLY. BUILDING DROPS, INC. 1n F.o9XYeF1fx&W.. St[.11B In m An:As41nX NI.gaAP. H O w O � Orb �O Q sum_ a O ti4 n _. Fes- m4y� OQ 0 Y gG 3 �n Z W U o aZ U - a '2 mu T.•'X TAT / E. Aii Q: DATE: 02.05.14 DWG. V: CHK. gV: GLJTY M SS/M55 SCALE: NTS DWG:R:A010871A SHEET: DEB 2 4T1/I2" 1YP. 141/2" TYP. 11/2' FSEi TY1. 11/4"MIN. EMBEDTYP. i �H rSEETABLECi F Wo 11 C Z P* D F f "I `2X WOOD BUCK ANCHOR PER RB INSTALL. WI AANCHOR BUCK ANCHORTABLE [3\2X W00� D BUCK INSTALL. 2X WOOD BUCN INSTALL. NOTES: 1. 2K BUCK IS NOT FOB 2. ANCHORSMAVBES SL230 SL130, LEFT SL130, RIGHT SL230, EVO' SL130, R'0" SL220, LEFT SL220, RIGHT 51.300, LEFT SL300, RIGHT SL600 QUALIFIED SKIN PATTERNS .250m.olo .0 -ol .0.3Os•.010 I /21TYP. GROOVE DIMENSIONS 2X BUCK ANCHOR TABLE 5'8' DOORS B'O" DOORS ANSCRNFR MIN. EDGE MIN.CENTER ANCHOR TYPE SUBSTRATE EMBEDMENT DIST. TO TO CENTER MAW O.C. NW(. O.C. SUBSTRATE DISTANCE SPACINGAT SPACINGAT IAMBS IAMBS IPN TAPCON 1/4" CONCRETEXIOU 11/4- 21/2' 4- 25" 30.1/4" ELCD ULTRACON 1/4- CONCRETE/CMU 1-3/8- CONC. 1' h" 25" 30.1/4" 1-1/4" CMU BUILDING DROPS, INC m 1. oANAavu.nw.SrE ne 9f IlW wren vrteA v:Oeua.Nomem O a$ 0a E a��a nW YJ 7 m�_ o¢ mw mg` U � A Z K Z2 n _ a o W a oQ ti t DATE: SCALE: DWG. It: 3 WiEROR I co E¢IF_00. F#FA!00. WIENOA 4 � l A J OPERABLE SILL INSWING ENDUIR MUS65F EYIFAI0.A ADA SILL OPERABLE SILL IUT$WING 4 INSWING HCI9000 AF[O A-276/P-2000 11 9 IM[NOR FXIEAIOA COME T OPERABLE SILL 4 OUTSWING 11 5 INIEA'OA / [CI[W0.i 4 OPERABLE SILL OUTSWING AFCO I.2297 7 OPERABLE SILL v OUTSWING OPTIONAL AFCO H-497 PRIAARLD BY BUILDING DROPS, INC. L+. A. D.nw eL.oi arid. suu nH•i9ullgu m� u. fl5ol11a ��In wta rn w�e.Ae�en�w+ `1d'OES,Fy. DATE: SCALE: E J i LOCK JAMB 5 OUTSWING SHOWN-INSWINGSIMIIAR 1/PPFH :HARDWARE BIKE MIES INSWING SIMILAR HINGE SCHEDULE DOOR HEIGHT DUANTItt HINGE DETAIL AT TAMP' PUCE N9X 2-1/r PFH SCREW NEXT 10 WEATHERSTRIP HINGE JAMB 5 OUiSWING SHOWN -INSWING SIMILAR 3-R8X 2-PFH /T'13-R8X13/8'PFH(6'-8'UNITS) W/STRIKE HARDWARE/ 15-R8X 13/8'PFH NC-O'UNITS) 1 MPLSTRIXEPIATE COMESW/HARDWARE INTERIOR LOCK JAMB n HOPPE MULTI -POINT LOCK JAMB 5 OUTSWING SHOWN -INSWING SIMILAR 6 NRX13/8'PFH 1-REINEORCEMENTPIATE HOPPE 12512296 HOPPE MULTI -POINT LOCK S /TOPREI ICEMENT PLATE- ACTIVE PANEL ONLY BUILDING DROPS, INC. 11 SR W AI.O. T1➢ow M'I'YAD99d�)f ��In�H<allu dvmor ao gx== 00 z n� Z � O kip K 3'21[ O o Wf pSTT•ES F. p TA2�: i v . TPT a DATE: SCALE: 5 WOODBUCK SILICONE CI I 2XWODDBUCK HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL SWINGr SHOWN -INSWING SIMILAR 6 OUTSWING SHOWN-INSWINGSIMILRR ` J INSWING- NO ANCHOR REQUIRED ENDURAZAIL4565F SILICONE SILICONE SIUCONE 2X WOOD BUCK 2%WOOD BUCK —WOOD BUCK I OPERABLE SILL OPERABLE SILL OPERABLE SILL TSAR {- NO ANCHOR REQUIRED 6 INSWING- NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED f AFCOJ-2297 AFCO A-276/P.20DO AFCO H497 i i SILICONE SILICONE SILICONE 2X WOOD BUM NWOOD000K �2XWOODBUCK SILL C91 OPERABLE SILL L% OPERABLE ADA SILL REQUIRED 7 OUTSWING- NO ANCHOR REQUIRED 6 INSWING(DUTSWING-NO MOOR REQUIRED \�J ENDUM20BL4565F ENDURAHO5000 p OPTIONALLY, ANCHOR CAN BE SECTION OF HEAD ORIAMS AS EMBEDMENT AND EDGE DISTA A BUILDING DROPS, INC. .nimA�nm m�nv�sa d.s a Iwnuou LEJ AW YII. Muldi clllGl NN Mae �r! o`er z/;•�S o �"'`%twtn`-,40� ��"ddCKl4fYiL`A�" DATE: 02.05.14 GL YJM SS S! SCALE: NTS DWG. P: A01O871A SHEET: OFTI 6 SEE TABLE a tl .tl w I%WOOOBUCK (OPTIONAL) •' on �i3¢ %� CONCRETEANCHORSI ICON Q I SECTABIE ON 511EET2 ' I CONCRETE/ `I MASONRY -' • '. BY OTHERS IX WOOD RUCK e .� �. a % �CONCREW/ MASONRY BY OTHERS /%% %// (OPTIONAL) 4— p r• III% MAY SHIM SEE TABU SHEETS JAMB (TYPICAL( 7 OUTSWING SHOWN -INSWING 5IMIUR SILICONE SILICONE d d < A O tl A o. CONCRETE/ CONCRETE/ MASONRY EV BY OTHERS BY OTHERS BY OTHERS OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED AFCOA-776/P-1000 VSILICONE SILICONE d d d' I v tl d tl ( CONCRETE/ MASON MASONRY MASONRY I BYOTHERS BYOTHERS 'RABLE SILL OPERABLE SILL - NO ANCHOR REQUIRED 7 OUTSWING- NO ANCHOR REQUIRED AFCOA-j17 ENDUMZOBU56SF OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED ENDURAZAIW565F SILICONE LOd a. CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUT5WING-NO ANCHOR REQUIRED AFCD N-d97 SILICONE d d O d tl CONCRETE/ CMASONRY BT OTHERS OPERABLE SILL eJJ(IUTSWING/INSWING- NO ANCHOR REQUIRED ENOURA HCIS000 ADA BUILDING DROPS, INC. IaeEvxuuzc�x nw.. s1 ee o.x�.ee.Tl�l nw. F BI un .dabsel. un �0,.2 j DO w 2 RO ~ i'LLN� tiS Oa N Pi . O ¢ EO N C Z u w= l7 U w Z o OU w: � t REMARKS BY DATE DATE: RSW!I# ," S F. . I p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW - SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7 BILL OF M4TERIALS BEMP DESCRIPTION MATERIAL I FRAME HEAD/IAMBS FINGER ]BITTED PINE SOLID PINE LAMINATED VENEER LUMOER COMPOSITE x (NO)USEO) 3 (NOT USED] 4 ENDURAMIL4565FTHRUHDW S AFCO}2297 THRESHOLD - 6 AFCO A-27G/P 2000tHRESHOLD 7 AFCO K-497 iHft SIOLD - 8 AFCO AA 17 THRESHOLD - 9 ENDURA 2081.4565F THRESHOLO - 10 ENDURA HCISODO ADAI1THRESHOLD - 11 WEATHERSTRIP I. URETHANE FOAM & POLYETHYLENE 12 NUN -COMPRESSION SHIM IO.25• MAN. THK.) COMPOSITE 13 (NOTUSEq 14 (NOTUSEO) 15 RID WOOD INSTALLATION SCREW W/11112"MIN. EMBEDMENT STEEL 16 CONCJCMU ANCHOR (SEE ANCHOR TABLE SHEETS 2&3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIMET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH 07327876864 UNIT ROCKWELL MULTI-POINTTONGUE LATER 1732287W 8-0 UNIT STEEL HOPPE MULT-POINT HARDWARE HL59000 - STEEL P22 HOPPE MULLPOINT HEAD SHOOT BOLT PLATE LH 11084091 STEEL HOPPE MULLPOINT HEAD SHOOT BOLT PLATE RH R8793923 STEEL OFRAME HEAD/JAMBS O VARIES, SEE ADMJA LEF7 I— 4.563- — OAFCO H-497 THRESHOLD O 20 ROCKWELL MULT-POINT LOCK © , THRESHOLD --- 79' OAFCO LFF THRESHOLD 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE 92C 98911 oUL b HANDLE HEIGHT O O Fc B B eL-1 m S 22 HEAD SHOOT BOLT PLATE (LH) BUILDING DROPS, INC ��. n.lIL u.IRvpu�� wn ...ru.e en O Q o �O ¢i Q o�m 6Y am O oa OQ J_ mQ N U p6 m 0 y a Z z= h Z O W O w 0 OV F 1Me Ao WL1AAIBP�MiQMZV141 DATE: A-117 THRESHOLD O ENDURAZOBL4565F ENDURA HCISOOO ADA O HEAD SHOOT BOLT PLATE(RH) 6L/IJM 9 THRESHOLD 10 THRESHOLD 23 SCALE: NT' 0 DWG. 0:A010 HOG a SHEET: SEE. �I LJJ 4SV —I 6 1.75•