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' DESIGN PRESSURE RATING IMPACT RATING 52-1/8"MAX.BUCK WIDTH VARIES PER REINFORCEMENT .NOT RATED FOR LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE 82-1/8"MAX.BUCK WIDTH SHEEP SEE 3 MAX.O.C. 12"MAX. 52.110"MAX.BUCK WIDTH — I SEE SHEETS 1-1/4" B.SEE_ 28-1/8, A,5�r_. _ ., 12"MAX. — �r SHEET 3 —MAX.O.C. IT MAX. SHEETS J i7op SASH VISIBLE � �_ 52.1/8"MAX.BUCK WIDTH SHEET4' —� � 8&9 1 LIGHT WIDTH 28-1/8^ _ .1 A.SEE_—_ _. h 86.338'• B,SEE _. —MAX.O.C. `I�—IT MAX. C.SEE - I SHEETS II 12"rMAX. / TOP MAX SHEET3 SHEET4 ° I '• — + I SASH BUCK 1 EQUALLY I T A.SEE--' 112MAX.EQUALLY I 15.112"MAX.O.C. SPACED j I 1LIGHT ISAI "MAX.O.C.HEIGHT SHEEr3'SPACED ANCHORS PER I III TABLES 5&7 I HEIGHT — E PER QUALLY ED 11112'MAX.O.C. I l ANCHORS 6&7 I / I ANCHORS PER 1 X j I / 84• X i i I-1 84, X i' TABLES 6&7;.. I I M62"AX. a X I L BUCK �J M AX. �_ HEIGHT X I 1D"MAX O.C. HBUCK EIGHT X_ 10'MAX.O.C. I 1D"MAX.IO.C. BUCK AS SHOWN ' X i i �. , y HEIGHT X L� (86.338„ _ g_OTTOM _ , I I 13—BOLT IMAX.O.C. i L--/77 MAX.) j 13.S07"MAX O.C. EQUALLY /7 SASH 13.807"MAX D.C. EQUALLY,_ "/ j EQUALLYI I VISIBLE SPACED 7' ! / SPACED1 i�_ SPACED LIGHT —'�— ANCHORS PER I r SEE T I L ANCHORS PER' I / ANCHORS PER HEIGHT - TABLES I i SHEETS J f TABLES6&7I I A I TABLES6&7 I A I I /// 1 A 8$g C 1 I 11 I Jy.. 8-1l2-MAX NOANCHORSATSILL `R NO ANCHORSATSLL _J NO ANCHORS AT SILL J B� ` j SEESILLWEEP- B�— SEE SILL WEER B-� SEESILLWEEP- D- ---•-- 1-1/4"•—+-� r SEEBILLWEEP- -NOTCH DETAILS, BOTTOM SASH VISIBLE `r�NOTCH DETAILS, 1-+ 54'MAX BUCK WIDTH -NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEETS SHEETS SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-CITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOMCOTrAGE CONFIGURATION-UPTO ANCHORED THROUGH THE NAIL-FIN - GENERAL NOTES:SERIES 5460 NON-IMPACT RESISTANT DOUBLE HUNG WINDOW 75^HEIGHT SEE rAeLEsaa (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2 SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES.......................................-........1 ELEVATIONS............................. ..............._._..1 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS 8 ANCHOR OPTIOPTIONSS................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGBOX.....3 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION.INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS ES................................................5 5 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES............._...........................S-7 ANCHOR QUANTITIES......... 10 _ SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. """"""""""""'"""' 0)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILESST...................................10 ASSEMBLY&PARTS LIST...................................11-12 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT -ASTM E130D-09 BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. .AISI S100-12 PRODUCT REVISED — 10)REFERENCES:TEST REPORTS FTL-8006;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •AISC 36D-10 - Bw6J.'ng' I�Lhe FIxMe G.rdc SHADES OF CAP COATED PVC EXTRUSION NOBS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUMGN UAL Arcgnanco No .Og7�r1 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, x� �(LYN //i Revision: Expiration Do[a rr �\ARN'cEmsN��l : UPDATED TO FBC 2017.-JR- B r USER INSTRUCTIONS: 0 S '.l �'• •fC M Dade Prudect Cn•.#r 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGSDESIGN PRESSURE REQUIREMENT FROM ASCE 7. Q.' '•� � 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE I T� INSTALLATION CONDITIONS. _�.: No.58705 *= 3)KNOWING YOUR GLAZING OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN _ _ PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Doecription; Drana W. OPENING OBTAINED IN STEP I. �� •. 1o70TECHNOLOGYDRNE GENERAL NOTES&ELEVATION J ROSOWSKF �./ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 0 OR 7.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS O STATE [V; N.VENICE,FL 34275 .f� TiHa: Data: FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. %� ••.F[ORIDP.. �` (941}480.1600 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. / s \`G // `` PGTGOI DUSUsm,INC. Sertes/uodel. Scale: sh-L Draw�np No. Rer: NDTE:DESIGN PRESSURE RATING OETER(AINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(JCHANNEL,FLANGE, ///I 11111 AuwGltls RESERVED INTEGRAL FIN OR EQUAL LEGIBOX). ALYNN MILLER,P.E. DH-5460 NTS 1 OF 12 MD-DH5460-01 B P.E$56705 CERi.OF AUTH.A29296