14-15735 - Laserfiche WebLink

Browse Search

GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 'I)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REOUIREMENTS OFTHE FLORIDA � � BUILDING COOE,INCLUDINO THE HIOH VELOCITY HURRICANE ZONE(HVHZ). 53-118"'TIP-TO-TIP WIDTH 2)SHUTTERS ARE REQUIRED WHEN USEO IN WIND-BORNE DEBRIS REGIONS. 62-1/B'BUCK WIDTH �- 52•1!8'BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLY MIAMI-DADE COUNIY APPROVEO MASONRY NO ANCHORS qg_1/8• _ 4B•7/B' ANCFIORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C80 CONCREfE REQUIREO IN VISIBLE LIGHT VISIBLE IIGHT FLANGE 0'MAX. MASONRY UNITS AND CONCRETE WITH MIN.K51 PER ANCHORTYPE,SEETABLES 6&8,SHEET4 8 6. FRAME HEAD -`B 3'MAX. �-»-- --�p 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WO00 BUCKS LESS THAN A - -- 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALI.ATIONS.1X WOOD BUCNS ARE OFTIONAL IF UNR IS INSTALLE� 4 � I DIRECTLY TO SUBSTRATE.WOOD BUCK3�EPICTE�AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X 8UCK5 g•MAX.FROM L- 7— � 36-1/2" /� (WHEN USEO)SHALL BE DESIONED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF - �j � VISIBLE � _.___.�/I 35-112' AND INSTALLATION IS THE RESPONSIBILI7Y OF THE ENGINEER OR ARCHI7ECT OF RECORD. 21• �IGHT -C MEETING � _� / VISIBLE RAIL_ MAX.O.C. 78� / LI�HT 5)ANCHOR EMBEDMEM TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINQ OR STUCCO.USE ANCHORS TIP-TO B'MAX.O.C. OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 8,SNEET 4 S fi.NARROW JOINT SEALANT IS USED ON ALL TIP � ' FOUR CORNERS OF THE FRAME,INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGlFLASHINO - --_ -- ��,HEIGHT , STRATEGY FOR WATER RESISTANCE OF INSTAILATION SHALL BE�ONE 6Y OTHERS AND IS BEYOND THE SGOPE AI BUCK Cf OFTHESEINSTRUC710N3. - _ / - } HEIGHT / - i 7p� B'MAX.FROM J� / J BUCK fi)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRINO APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETINO / SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON 7HEM BY THff WINOOW. qq�� I / . Z3• , 7)DESIGN PRESSURES: 1 �o.�. � A.NEGATIVE DESIGN LOAOS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 0.POSITIVE DESIaN 1OA05 BASED ON WATER TEST PRES3URE,STRUCTURAITEST PRESSURE,FRAME 9° '--`�-a NO ANCHORS REQUIRED � '--`� ANAIYSIS AN�GLASS PER ASTM E1300. MAX. 3'MAX. IN FLAN�E FFiAME SILL - 8'MAX.O.C. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEO TO RESISTTHE WINDLOADS CORRESPONDINO TO THERE�UIREDDESIGNPRESSURE.THE33113YoSTRESSINCREASEHASNOTBEENUSEDINTHEOESIGNOF TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF ANCHORS INTO WOO�. �TESTED UNIT� ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS (TESTED UNIT) OF THE FLORIDA DUILDINO CODE FOR CORROSION RESI3TANCE. - 9)REFERENCES:TEST REPORTS FTL-8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA ND9-2005 FOR WOOD CONSTRUCTION AN�A�M•200fi ALUMINUM DE310N MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANG6 FRAME)OR OUIOE TO SHEETS: 400'I SERIES(FIN FRAME). , GENHRAL NOTES....................... 1 ELEVATIONS............. ............1 � �ESIGN PRESSURE RATING IMPACT RATING� DESIGN PRESSURES....... .2&3 VARIES, NOT RATED FOR INS7ALLATION,FLAtJOE......_....4 , SEE SHEE7S 2&3 IMPACT RESISTANCE IN3TliLlATION,INTEORAL FIN...6 WINDOW SHAPES AtJD SASH CONFIGURATIONS i1S SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE � ANCHOR�UANTITIES..... ....8 SHAPE IN A BLOCK AN�OBTAININO DESION PRESSURES FOR THAT BLOCI(31ZE FROM THE TABLES ON 5HEETS 2 8 3. OLAZINO OETAIL9.. ... ..7 CORNER ASSEMBLV.. ._. ...... 7 EXTRUSION PROFILES. ...........8 �- WIOTH -r{ F�-- WIDTH -�'I PARTS LIST........ ....................8 -- "- -'— ----- ----- f-- � PRODUCfREVISOD �/ �/ � � aswmplyingwiWlhePlarida �111�I I 1�� Duildlug Code �� , M/ �i� Revlaad By: Date: Rovlalont Accepinnw No 1� D13 \� ��V , .. „<(F �� ErDtralipn Dale I� HEIGHT -- HEIGHT ; .�� .�,�Er,sF�• �*i •1� 10/1D/11 2010 FBC NOTE $ � � �: R�vf�ad 8y: Dafa: � Revl�lon; �Mlam DudeModuelCauU � � �/ �/ ' =*.: Ho.5B705 • : • �- � Dascrlptlan: D/own By: `�0�''•��oF�� :\=tu` GENERAC NOTES&ELEVATION J.ROSOWSKI '� slnt . EOUALIITE PROVIEW/ORIEL ARCIITOPPROVIBIY/ORI2L MDIUl70PE�l1ALLffE ��0�'•., F��pP•'��j � 1070 TECHNOLOGY DRNE TIN�7 ' Da��: ''%cSS10NA�-�?` N. VENICE, FL 14275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P,O. BOX 152B ��1 I 1 I I�t�� NOKOldIS, FL 34274 Safan/Alodal� Scale: ' Sh�k: ' Orow7nq No: Rew ALYNNMILLER,P.E CERT. DF AUTH. �2929E SH�ZOO NTS �I OF S MD-SH2O0-01 A P.E.N 68706